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Permit D17-0275 - DMG-MORI - TENANT IMPROVEMENT
DMG-MORI 12652 INTERURBAN AVE S D17-0275 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2716000030 Permit Number: D17-0275 12652 INTERURBAN AVE S Issue Date: Permit Expires On: Project Name: DMG-MORI 11/15/2017 5/14/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: EPROPERTYTAX INC DEPT #207 PO BOX 4900 , SCOTTSDALE, WA, 85261 JENNIFER WYMAN 2505 THIRD AVE - SUITE 324 , SEATTLE, WA, 98121 BOYCE CONSTRUCTION INC 628 S BRANDON ST, SEATTLE, WA, 98108 BOYCECI066QQ DMG-MORI 2400 HUNTINGTON BLVD, HOFFMAN ESTATES, IL, 60192 Phone: (206) 720-7001 Phone: (206) 264-8085 Expiration Date: 1/21/2018 DESCRIPTION OF WORK: TENANT ALTERATION CONSISTING OF: NON STRUCTURAL REOVATION OF EXISTING OFFICE SPACE BY DEMOLISHING MULTIPLE PRIVATE OFFICES AND ADDING NEW OPEN OFFICE SPACE, CUSTOMER AREAS, AND FUTURE SHOWROOM AREA Project Valuation: $190,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $4,025.40 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk:. Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: tA Date: l I � (S— I7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development per rni# and agree to the conditions attached to this permit. Signature: /1, Print Name: " (%fit w►tU 1 U�LG yhK Date: /1`1_1 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 0 0 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge _ or effort. (IFC 1010.1.9) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 12: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 17: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 19: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 18: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 21: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 22: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 23: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 26: ***BUILDING PERMIT CONDITIONS*** 27: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 28: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 29: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 30: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 31: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 32: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 33: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 34: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 35: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 36: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 37: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 38: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 39: ***BUILDING PERMIT CONDITIONS*** 40: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 41: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 0 0 42: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 43: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 44: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 45: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 46: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 47: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 48: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 49: Ali electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 50: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 51: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. I1JIIJ Project No. Date Application Accepted: Date Application Expires: (For office use on y) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 12652 Interurban Ave S. Tenant Name: DMG-Mori PROPERTY OWNER Name: Boeing Employees Credit Union Address: 12770 Gateway Dr., Mailstop 1023-1 City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Jennifer Wyman, Craft Architects Address: 2505 3rd Ave., Suite 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: Email: jennifer@craftarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: Boyce Construction Address: 628 S. Brandon St. Cit': Seattle State: WA Zip: 98108 Phone: (206) 264-8085 Fax: Contr Reg No.: BOYCECI066QQ Exp Date: 01/21/2018 Tukwila Business License No.: 0996559 H:\Applications\Fo na-Applications On Line\201 I Applications \Penni) Application Revised - 8-9-1 I.docx Revised: August 2011 bh King Co Assessor's Tax No.: 271600-0030 Suite Number: Floor: New Tenant: ® Yes ..No ARCHITECT OF RECORD Name: Company Name: Craft Architects Company Name: Architect Name: Kathryn M. Craft -Reich Address: 2505 3rd Ave., Suite 324 Address: City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: Email: jennifer@craftarchitects.com State: ENGINEER OF RECORD Name: ' Company Name: jo r Engineer Name: Address: —Ta.V`A Address: - City: State: Zip: Phone: Fax: ; j e: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: ' k - jo r Address: —Ta.V`A / - r 1 I S o P City: � , ; j e: • 17,1ot C 6At �rfrigil V 240 P 1\4 \°\14 ia Pf INI /r) _ Ate/,, t V Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 190,000 Existing Building Valuation: $_5,800,000 Describe the scope of work (please provide detailed information): TENANT ALTERATION CONSISTING OF: NON-STRUCTURAL RENOVATION OF EXISTING OFFICE SPACE BY DEMOLISHING MULTIPLE PRIVATE OFFICES AND ADDING NEW OPEN OFFICE SPACE, CUSTOMER AREAS, AND FUTURE SHOWROOM AREA. Will there be new rack storage? Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 24 Compact: Handicap: Will there be a change in use? D Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ] No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \201 I Applications\Pemtit Application Revised - 8-9-I1.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 7,814 7,814 0 0 1II-B B 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 24 Compact: Handicap: Will there be a change in use? D Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ] No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \201 I Applications\Pemtit Application Revised - 8-9-I1.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 N/A e of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ...Water Availability Provi Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Septic System: ❑ On-site Septic System — For on-site septi ystem, provide 2 copies of a current septic design approved by King County Health Department. ❑ ... Water District #I25 ❑ .. Highline ❑.. Valley View ❑ .. Renton ❑ ... wer Availability Provided ❑ .. Renton ❑ .. Seattle Submitted with Application (mark boxes which : t ply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Ease • nt(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours .. Right-of-way Use — Potential Disturbance ❑ .. W s kin Flood Zone ❑ .. Sto I rainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank Cl ...Cap or Remove Utilities 111.. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention Fire Protection Irrigation Domestic Water >f ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter ize Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Water Meter Refund/Billing: Name: Mailing Address: H:\Applications\rorna-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docs Revised: August 2011 bh Day Telephone: City State Zip Page 3 of 4 'PERMIT 'APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER QRAUT Signature: Date: 10/06/2017 Print Name: V ..SITefi{i . CNP, a lc 01/404DayTelephone: Mailing Address: 20415 72nd Ave S.. Suite 210 Kent WA 98032 City State Zip H:\ApplicationsWorns•Applications On Line12011 Apphcatiors\Permit Application Revised - 8.9.1 I.doce Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,516.02 D17-0275 Address: 12652 INTERURBAN AVE S Apn: 2716000030 $2,516.02 Credit Card Fee $73.28 Credit Card Fee R000.369.908.00.00 0.00 $73.28 DEVELOPMENT $2,326.63 PERMIT FEE R000.322.100.00.00 0.00 $2,322.13 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $116.11 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12782 R000.322.900.04.00 0.00 $116.11 $2,516.02 Date Paid: Monday, November 13, 2017 Paid By: BOYCE CONSTRUCTION Pay Method: CREDIT CARD 05152G Printed: Monday, November 13, 2017 12:58 PM 1 of 1 CL SYSTEMS 0 1908/_ Cash Register Receipt City of Tukwila Receipt Number R12514 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,509.38 D17-0275 Address: 12652 INTERURBAN AVE S Apn: 2716000030 $1,509.38 DEVELOPMENT $1,509.38 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12514 R000.345.830.00.00 0.00 $1,509.38 1,509.38 Date Paid: Friday, October 06, 2017 Paid By: CRAFT ARCHITECTS Pay Method: CHECK 8347 Printed: Friday, October 06, 2017 4:03 PM 1 of 1 CilliWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670.U. Permit Inspection Request Line (206) 438-9350 D17-6275— Pro'ect: DIME-- I' ;) Type of Inspection: , ILDIN6- FINkl--. Address: i 22. tNr&/ UIR .E3'' moi, Date Called: Special Instructions: Date Wanted: _ , ,. C� ca.my p.m. Requester: Phone No: 2 3 -202- ,/9 . Approved per applicable codes. Corrections required prior to approval.. COMMENTS: C DUtt,D/1 FIi1/4441._ Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Df 7.02 75- PERMIT s PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:Type br��—�g/ of Inspection: BOL. )I7 Fid Address: )2 4P5Z /ft/A OKtMit&J Date Called: Special Instructions: Date Wanted: a.m; Requester: Phone No: UApproved per applicable codes. Corrections required prior to approval. COMMENTS: inspector: Date: -7'8 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 N1 -0.2:75 - Project: ?-0.2:75" Project: 24140 eRI Type of Inspection: Address: /245-2 i1V RilRBl1N Date Called: Special Instructions: Bidii.,DM6 fINI11.-. 64 -.421N6 -Requester: Date Wanted: 1 a.m7 -8-i a , p.m. C M ffD Phone No: -2.53 — ZD, - c4 ti Li Approved per applicable codes. a Corrections required prior to approval. COMMENTS: ni<-GutziNG-- -. SvsPav e /t # - r: K - EYP t cARD Inspector: -�5 Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 Di 7-0275 (206) 431-3670 Project: Di 40R/ Type of Inspection: SP -5 Y D 0-EAAK- -Address: Address: /26'5:2 ihVgili AV '0,S Date Called: Special Instructions: Date Wanted: /2. /—/7 (,m. Requester: Phone No: X53-7-0 -5//9 Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: OK, 5v3FaNDPD fLi NEf Inspector: as Date: r2--/ -� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Di7- 6 27$' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-367,0 Project: >116-- nRJ Type of Inspection: R,1-11/11 Ne Address: /2f S iNSRORtae/ ,,V Date Called: Special Instructions: Date Wanted: Ca N-2-017 p.n,. Requester: erbto Phone No: '2.5'3 . '2132,q/`/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: //--.2/-17 /2//7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -F-2z 4. Jit- 0 t75 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: >\G V \ Type of Inspection: G ? ts,--- --- Monitor: Address: Suite #: (2 Z 2_ �,---A Contact Person: Special Instructions: Phone No.: =Approved per applicable codes. Corrections required prior to approval. COMMENTS: s dey,ce„ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: - frpi I-7 Date: /L,P�17 Hrs.: /- a i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 ^ — - INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1>r) o27S r7-s PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of Inspection:, / - /1 -1 -id ro Address:, n , Suite #: / G(o S2- f-- "--"S Contact Person: i Special Instructions: Phone No.: )I„ Approved per applicable codes. Corrections required prior to approval. COMMENTS: r ofre P/13-61/ , y y jy Ade/ ../:34, -fel A'S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ---g--z_ MIS -3 Date: /4/0/)--2 Hrs.: 2, 0 / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukvvita Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: DMG-MORI Tenant Improvement Date 9/27/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Buildirlq,epapiggLLgq PP 51 LL.. i— I1 VV L'::LUJ CITY OF TUKWILA OCT Q 6 2017 L PERMIT CENTER Company Name: Craft Architects Company Address: 2505 Third Avenue, Suite 324, Seattle, WA 98121 Applicant Name: Jennifer Wyman Applicant Phone: 206.720.7001 Applicant Email: jennifer@craftarchitects.com Project Description Include • New Building PROJ-SUM form (included ■ Addition in envelope forms tr workbook) Alteration with lighting complliance • Plans Included forms. Building Refer to Section requirements. Additions C502.2.6 for additional Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project I• • Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance • • Addition is combined with existing: For interior lighting projects, include new + existing interior Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE For exterior lighting projects, include new + existing exterior Tradable and Proposed Non -Tradable Lighting Wattage tables lighting fixture form. lighting in LTG fixture -EXT wattage wettage form. in Proposed in Proposed Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All leratien-lightingeontrels=slaalJda Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced it ■ ■ Less than 50% of existing are replaced ■ ■ ■ Lamp and/or ballast replacement only — existing total wattage not increased • • • o 50% or more replaced - Total lighting power of total LPA per Sections C405.4.2 and C405.5.2. Proposed Lighting Wattage table in LTG -INT -BLD, Less than 50% replaced - Total lighting power the total lighting power prior to alteration. Include Lighting Wattage table in LTG -INT -BLD, LTG -INT 50% threshold applies to numberof luminaires installed wettage for exterior luminaires. new Include of -SPACE for + existing -to -remain new + existing LTG -INT -SPACE new + existing -to -remain new + existing -to -remain or LTG -EXT interior spaces and -to or fixtures shall comply -remain fixtures LTG -EXT form. fixtures shall fixtures in the form. parking garages, in not Proposed and with exceed total Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) t' ■ ■ co mis t FOR CODE COMPLIANCEr� APPROVED NOV0 7 2017 ` � ``,,�� No ci►5 s refll{aliile to flteitifidNigrax New or moved lighting panel ■ ■ ■ Interior space is reconfigured - luminaires unchanged or relocated• M New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured ystems,and exxs ng space,,.. _ _, uses and configuration are not changed. Change of Space Use Ir Identity table Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPA5 for the new space types per Tables C405.4.2(1) or C405.4.2(2). interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage in LTG -INT -BLD or LTG -INT -SPACE form. D Ile 091 �i Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: DMG-MORI Tenant Improvement Date 9/27/2017 Interior Lighting System Description Interior Lighting Power Allowance Method • Building Area Method l► Space -by -space Method Select method used in project. Interior Lighting Controls • All C405.2.1 - C405.2.8 Controls • C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) • Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To complyvvth C406.4, no less than 90% of the total installed interior lighting pottier shall complyviith required controls per C4064. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dvielling units complywith: • 0C405.2 thru C405.5 Commercial Lighting Controls and LPA 0C406.3 High Efficacy Lighting 0 Exterior Lighting System Description Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: DMG-MORI Tenant Improvement Date 9/27/2017 Calculation Area NOTE 9 O b Addition - O Addition stand alone + existing O Spaces where < 50% of Q Spaces where 250% of Q luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type +♦ Standard 0 Additional Efficiency Package Option 0 C406.3 Reduced Interior Lighting To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA Refer to C406.3 foradditional requirements. Maximum Allowed Lighting Wattage "OTE 1 12 Location (plan #, room #) Space Type Height 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) Future Showroom Sales area Recessed LED downlight fixture 2795 1.270 3986 Storage Storage room 201 0.500 101 Men's RR Restroom: all other 139 0.780 105 Women's RR Restroom: all other 138 0.780 108 Hall Corridor: all other 123 0.530 65 Customer Area Sales area 1066 1.270 1359 Breakroom Lounge/breakroom: all other 267 0.580 155 Training Conference/meeting/multipurpose Interior Lighting Power Allowance COMPLIES 916 0.980 908 Reception Lobby: all other 291 0.720 179 Conference Conference/meeting/multipurpose 216 0.980 212 Office Office: Enclosed 176 0.890 157 Open Office Office: Open plan 1917 0.780 1105 Storage Storage room 199 0.500 75 Office Office: Enclosed 190 0.890 169 Equipment Manufacturing: Equipment room 89 0. 590 53 Retail Lobby Art/Exhibit Display Allowance from LTGINT-DISPLAY"ore a Total Area Display Allowance 7568 LTG -INT -DISPLAY Allowed Watts from 7724 Proposed Lighting Wattage NOTE 3 Location (plan #, room #) Fixture Description NOTE 9, 5.6 Number of Fixtures Watts/ Fixture NOTE 7 Watts Proposed 2x4 LED high bay light fixture 12 125 1500 2x4 Lay -In LED fixture 50 92 2100 Recessed LED downlight fixture 10 60 600 Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 4200 Interior Lighting Power Allowance COMPLIES Note 1- List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures inducing exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), numberof lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption perC405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Iden* as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufactureror other approved source. For luminaires with screw-in lamps, enter the manufadure/s listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enterthe wattage of the transformer. For line voltage tradc/buswey systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building adcition may comply as a stand alone project, or they maybe combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. October 31, 2017 Allen Johannessen Building Department Plans Examiner City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 RE: ADDRESS: PERMIT #: Dear Allen, DMG-Mori Tenant Improvement 12652 Interurban Ave S D17-0275 This letter is in response to the comments received from your office in a letter dated October 25, 2017, regarding the DMG-Mori tenant improvement project. The changes required have been noted below and marked with a "Delta 1" on the revised plans. Comment #1: Each sheet of plans with design professional shall include the date of the signature and stamp. Please provide sheets to include the date of the signature. All sheets have been revised to include the date of the design professional's signature. Comment #2: Sheet A2.1, keynote #8, specifies to have concrete cut for an electrical trench. Please provide a detail for that trench and show method to repair the concrete and provide specifications for imbedded anchors into the existing slab. Concrete is specified as 3,000 lb. concrete. Specify special inspections for the anchors and concrete. Please see revised keynote #8 on A2.1 and new detail on A8.1, showing the method to repair the concrete and provide specifications for imbedded anchors into the existing slab, as well as specifying special inspections for the anchors and concrete. Comment #3: Sheet A8.1 Ceiling Notes specify 2012 IBC. Revise notes to show compliance with 2015 codes. The ceiling notes on sheet A8.1 have been revised to show compliance with 2015 codes. We hope this information answers your questions and concerns satisfactorily. Please contact me to discuss further if you should you need additional information or clarification, and thank you for your attention to this matter. Respectfully, Jennifer Wyman Craft Architects PERMIT RECEIVED CITY OF TUKWILA C) 2? PERMIT CENTER CORRECTION LTR# 2505 Third Avenue I Suite 324 I Seattle, Washington 98121 I P 206.720.7001 I F 206.720.2949 October 25, 2017 0 City of Tukwila Department of Community Development JENNIFER WYMAN 2505 THIRD AVE - SUITE 324 SEATTLE, WA 98121 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number Dl7-0275 DMG-MORI - 12652 INTERURBAN AVE S Dear JENNIFER WYMAN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of"specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Each sheet of plans with design professional shall include the date of the signature and stamp. Please provide sheets to include the date of the signature. See General Info Note above. 2. Sheet A2.1, key note #8, specifies to have concrete cut for an electrical trench. Please provide a detail for that trench and show method to repair the concrete and provide specifications for imbedded anchors into the existing slab. Concrete is specified as 3000 lb. concrete. Specify special inspections for the anchors and concrete. 3. Sheet A8.1 Ceiling Notes specify 2012 IBC. Revise notes to show compliance with 2015 codes. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be . ched at (206)433-7165. Sincerely, achelle Ripley Permit Technician File No. D17-0275 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0275 DATE: 11/1/17 PROJECT NAME: DMG-MORI TENANT IMPROVEMENT SITE ADDRESS: 12652 INTERURBAN AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: �5Atoc 11-7-17 Building Division I Public Works Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWERaS INITIALS: DATE: 11/02/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/30/17 Approved ❑ Approved with Conditions Corrections Required ❑ Denied • (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWERcS INITIALS: DATE: [Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 qERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0275 DATE: 10/09/17 PROJECT NAME: DMG-MORI SITE ADDRESS: 12652 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division ,SIS AO- r0-1 Public Works Fire Prevention Structural 7. Twr I Lil A.)141010-17 Planning Division NI ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 10/10/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: Approved with Conditions n ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 11/07/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg V Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 9 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov :REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I\ 1 / 1 Plan Check/Permit Number: 02;15 ❑ Response to Incomplete Letter # JT Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA NOV 0 1 281? PERMIT CENTER Project Name: DM & -MO P4 tet,3Pr1JT ip,Apitcve.metjr Project Address: 121x52 1rJTFAZL)R'BA i Prvr. S S. Contact Person: PENN ITSR W`EMAnJ) G12"FT Phone Number: 20b --'Z0 '100 J Agatrrecz Summary of Revision: 12eVIS10►.iS TEFL S )tLDIN tr b.Pk TMENT COMMIS.)TS . 40, REVts lOn1S F 6EEN (Az,°DW AijD N1IRKED w i 1M+ A DELTA I . FES PA\ISa-S Fl JE. �F,IaJ SVIM 1V-0 OM is=N CLOW --C> Go MME4.►T ReSPON)ST. (,TY'�� . Sheet Number(s): ALA - "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 BOYCE CONSTRUCTION INC 0 Home Espaiiol Contact Search L&I Page 1 of 2 A -Z holey help My 1.&t Safety & Health Claims & Insurance Workplace Rights Trades & Licensing ti. Washington State Department of °a) Labor & Industries BOYCE CONSTRUCTION INC Owner or tradesperson Principals BOWELL, ROBERT BOWELL, SHERI Doing business as BOYCE CONSTRUCTION INC WA UBI No. 601 538 339 628 SOUTH BRANDON STREET SEATTLE, WA 98108 206-264-8085 KING County Business type Corporation Governing persons ROBERT A BOWELL SHERI LUCILLE BOWELL; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Active. Meets current requirements. Construction Contractor License specialties GENERAL License no. BOYCECI066QQ Effective — expiration 11/18/1994— 01/21/2018 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 178017C $12,000.00 Received by L&I Effective date 12/07/2001 11/18/2001 Expiration date Until Canceled Insurance Nationwide Mutual Ins Co $1,000,000.00 Policy no. ACPACT07524265684 Received by L&I Effective date 11/06/2017 11/18/2013 Expiration date 11/18/2018 Insurance history Savings No savings accounts during the previous 6 year period. Help us improve https://secureJni.wa.gov/verify/Detail.aspx?UBI=601538339&LIC=BOYCECI066QQ&SAW= 11/15/2017 BOYCE CONSTRUCTION INC Lawsuits against the bond or savings ��) No lawsuits against the bond or savings accon7,ts during the previous 6 year period. L&l Tax debts No L&I fax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. a Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 860,549-01 Doing business as BOYCE CONSTRUCTION INC Estimated workers reported Quarter 3 of Year 2017 "11 to 20 Workers" L&I account contact... TO / KARLA BOWMAN (360)902-5535 - Email: BOWK235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 03/14/2014 Inspection no. 316962661 Location 750 S Michigan Street Seattle, WA 98108 No violations Page 2 of 2 ©Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601538339&LIC=BOYCECIO66QQ&SAW= 11/15/2017 ABBREVIATIONS V IL AB AC A/C ACP ACT ADH ADJ AF AFF AHJ AL ALT AP APC APPROX ARCH ASPH BD BETW BLK BLDG BM BRG BOT BSMT BUR CAB CB CBU CEM CER CFM CFT CG CHBD CI CJT CLF CLG CJ CLK CLO CLR CMU CNTR CO ANGLE CENTER UNE DIAMETER OR ROUND NUMBER OR POUND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL AIR CONDITIONING ACOUSTICAL CEILING PANEL ACOUSTICAL TILE ADHESIVE ADJACENT ACCESS FLOOR AT/ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION ALUMINUM ALTERNATE ACCESS PANEL ACOUSTICAL PANEL CEILING APPROXIMATE ARCHITECTURAL ASPHALT BOARD BETWEEN BLOCK BUILDING BEAM BEARING BOTTOM BASEMENT BUILT UP ROOF CABINET CATCH BASIN CEMENTITIOUS BACKER UNIT CEMENT CERAMIC CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHALK BOARD CAST IRON CONTROL JOINT CHAIN LINK FENCE CEIUNG CONSTRUCTION JOINT CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER CLEANOUT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CORR CPT CT CTR CY DBL DEPT DF DIA DIAG DIM DISP DN DR DTL DWR DS DW DWG EA EB EJ EL ELEC ELEV EM EMER ENCL EP EWC EPX EQ EQUIP EST EX EXIST EXT FA FBO FCIC FCTY FD FDN FE FEC FF FIN FL FLG CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DRINKING FOUNTAIN(W/0 COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DETAIL DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR FLASHING FLUOR FLUORESCENT FM FACTORY MUTUAL FOC FACE OF CONCRETE FOF FACE OF FINISH FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR F010 FURNISHED BY OWNER INSTALLED BY OWNER FOS FACE OF STUD FS FULL SIZE FT FEET FTC FOOTING FTIC FURNISHED BY TENANT INSTALLED BY CONTRACTOR FTIO FURNISHED BY TENANT INSTALLED BY OWNER FURR FURRING FUT FUTURE FUTURE- FUTURE ROUGH IN ONLY RIO GA GALV GB GC GL GLB GND GR GWB HB HC HDR HDWD HDWE HM HORIZ HR HT HTG HVAC HWH BDC EC FC HM N NCL NSUL INTT PC JAN JT KIT KO KS LAM LAV LB LF LG LH LINO LKR LT MACH MATL MAX MECH MEZZ MFR MH MIN MIR MISC MLD MRGWB MTD MTL MULL NICN NO/# NOM NTS OA OC OD OFF OH OPH OPNG OPP PERP PFN PL PLAM PLYWD PNL PNPRT GAGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLASS OR GLAZING GLU-LAM BEAM GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING/VENTILATION/ AIR CONDITIONING HOT. WATER HEATER NTERNATIONAL BUILDING CODE NSIDE DIAMETER/ DIMENSION NTERNATIONAL ELECTRIC CODE COUNCIL NTERNATIONAL FIRE CODE NSULATED GLAZING NSULATED HOLLOW METAL NCH NCLUDE NSULATION NTERIOR NTERNATIONAL PLUMBING CODE JANITOR JOINT KITCHEN KNOCK OUT KNEE SPACE LAMINATE LAVATORY LAG BOLT LINEAL FOOT LENGTH LEFT HAND LINOLEUM LOCKER UGHT MACHINE MATERIAL MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GWB MOUNTED METAL MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFINISHED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAIR PS PSF PSI PT PTD PTD/R PTN PTR PVMT PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE PAVEMENT QT QUARRY TILE RA RAD R&S RB RCP RD RD/0 REBAR REF REFR REINF REQ'D REV RH RESIL RM RO RT RUB RW RWL S SC SCD SCHD SD SECT SF SHTG SIM SNK SLR SND SNR SPEC SQ SST SSK ST STA STC STD STL STOR STRL SUSP SV SYM TB T&B TG THK TIG TO TOC TOP TOS TOSL TOW TPD TPH TPTN TS TV TYP UL UNF UON UR VAR VCT VERT VEST VIN VWC W/ W/O WC WD WF WG WHSE WP WR WSCT WT XFMR YD RISER RETURN AIR RADIUS ROD & SHELF RESIDENT BASE REFLECTED CEILING PLAN ROOF DRAIN ROOF DRAIN OVERFLOW REINFORCING BAR REFERENCE REFRIGERATOR REINFORCED REQUIRED REVISION RIGHT HAND OR ROBE HOOK RESIDENT ROOM ROUGH OPENING RESILIENT TILE RUBBER RAIN WATER RAIN WATER LEADER SOUTH SOUD CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SECTION SQUARE FEET SHEATHING SIMILAR SINK SEALER SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK STONE/STONE TILE STATION SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SHEET VINYL SYMMETRICAL TREAD TOWEL BAR TOP & BOTTOM TEMPERED GLASS THICK TEMPERED INSULATED GLAZING TOP OF TOP OF CONCRETE TOP OF PAVEMENT TOP OF STEEL TOP OF SLAB TOP OF WALL TOILET PAPER DISPENSER TOILET PAPER HOLDER TOILET PARTITION TUBULAR STEEL TELEVISION TYPICAL UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED URINAL VARIES VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL VINYL WALL COVERING WEST WITH WITHOUT WATER CLOSET WOOD WIDE FLANGE WIRE GLASS WAREHOUSE WATER PROOF WATER RESISTANT WAINSCOT WEIGHT TRANSFORMER YARD SYMBOLS 1078 a WT 1492 COLUMN LINE/GRID LINE DOOR/REUTE NUMBER CORRESPONDS TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION CLOUD AROUND REVISION MATCH UNE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL OR ENLARGED PLAN DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES *DW WINDOW SYMBOL INTERIOR ELEVATION(S) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN TITLED ROOM IDENTIFICATION TITLE2 TITLES ROOM NAME ROOM ROOM NO. 78 PEEFIT N FINISHED CEILING HEIGHT PROPERTY UNE NEW OR FINISHED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH 9' -Or DENOTES CHANGE IN ELEVATION 7'-0" FINISH SYMBOL 1. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE,INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES. 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL 7. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMUTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS -BUILT„ SET OF DOCUMENTS. 8. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON. 9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 10. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 11. GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT. 12. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES. 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPUCABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVIDERS, PUBUC AND/OR PRIVATE. 15. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 16. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 17. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. PLUMBING FIXTURE REO'S PLUMBING SUMMARY OCCUPANCY WATER CLOSETS/URINALS LAVATORIES DF RATIO USE LOAD RATIO MALE FEMALE UNISEX RATIO MALE FEMALE UNISEX OFFICE �B) 79 1 PER 25 FIRST 50; THEN 1 PER 50 EXCEEDING 50 40-1.6 REQ 40-1.6 REQ - 1 PER 40 FIRST 80; THEN 1 PER 80 EXCEEDING 80 40-1 REQ 40-1 REQ _ 1 FOR ANY OCCUPANCY EXCEEDING 30 FOR THE FIRST 150 OCCUPANTS; 1 ADDITIONAL FOR EACH 500 OCCUPANTS SUBTOTALS k> � $ 1.6--�T�� 1.6 n�4�'�: 1 1 _ REQUIRED TOTALS PP 2 2 - 1 1 - 1 TOTAL PROVIDED .-- r tau._ 3 3 2 2 _ PLUMBED WATER COOLER SUBSTITUTED FOR DRINKING FOUNTAIN PROJECT DIRECTORY ARCHITECT/CONTACT: TENANT: OWNER: GENERAL CONTRACTOR: VICINITY MAP NTS CRAFT ARCHITECTS, PLLC. 2505 THIRD AVE, STE. 324 SEATTLE, WASHINGTON 98121 DMG-MORI BOEING EMPLOYEES CREDIT UNION 12770 GATEWAY DR. MAILSTOP 1023-1 TUKWILA, WA 98168 BOYCE CONSTRUCTION CONTACT: PHONE: EMAIL CONTACT: PHONE: EMAIL: JENNIFER WYMAN (206) 720-7001 JENNIFER@CRAFTARCHITECTS.COM DAN KEITH (331) 222-1595 DKEFTHODMGMORI-USA.COM CONTACT: ANDY REISWIG PHONE: EMAIL: CONTACT: PHONE: EMAIL: TAX PARCEL # 271600-0030 LEGAL DESCRIPTION GATEWAY CORPORATE CENTER LOT 3 TGW W 35 FT OF LOT 2 MEASURED PERPENDICULAR TO SWLY LINE OF SAID LOT 2 - PARCEL B OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO 89-2 - BLA RECORDING NO 8906120555 CODE/ZONING INFORMATION GOVERNING BUILDING CODES: 2015 IBC 2015 UPC 2015 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2015 IECC REGULATIONS & ORDINANCES 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2015 IMC ZONING DISTRICT: EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: AREA SEPARATION: NON -SEPARATED, PER SECTION 508.3 FLOOR AREAS: OFFICE (EXISTING)(B) C/LI (COMMERCIAL / LIGHT INDUSTRIAL) B (OFFICE) III -B FULLY SPRINKLERED 7,814 SQ FT FICOPY Permit No. ri- ar-% 5 - Plan review approval is subject to , , and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordnance. Receipt of approved Field d «. d' 'one is acknowledged: By: Date: _ !1- � - l7 City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOT:: Esvi;.Vions will require a new plan submittal and may include additional plan review fees. MATT FITZGERALD (206) 264-8085 MFITZGERALD@BOYCECONSTRUCTION.COM APPROVED BY: Initials Date .w,_..•••1•• --.0464.,....._, SEPARATE PERMIT REQUIRED FOR: Ei4vIebnanicat �Etectricat (Er Plumbing was Piping City of Tukwila BUILDING DIVISION SITE/BUILDING PLAN NTS PROJECT DESCRIP11ON TENANT ALTERATION CONSISTING OF: NON-STRUCTURAL RENOVATION OF EXISTING OFFICE SPACE BY DEMOLISHING MULTIPLE PRIVATE OFFICES AND ADDING NEW OPEN OFFICE SPACE, CUSTOMER AREAS, AND FUTURE SHOWROOM AREA. INDEX OF DRAWINGS T1.1 GENERAL INFORMATION & SITE PLAN T1.2 ACCESSIBILITY GUIDELINES A0.1 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN A1.1 DEMOLITION PLAN A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN A5.1 INTERIOR ELEVATIONS & DETAILS A6.1 DOOR & FINISH SCHEDULES A8.1 WALL TYPES & CEILING DETAILS PARKING REQUIREMENTS NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE INCREASES. THE FOLLOWING CALCULATIONS ARE TO DEMONSTRATE EXISTING CONDmONS COMPLIANCE. 7,814 SQ FT OFFICE 0 3/1000 24 STALLS TOTAL STALLS REQUIRED ACCESSIBLE STALLS REQUIRED TOTAL STALLS PROVIDED ACCESSIBLE STALLS PROVIDED 24 STALLS 1 STALLS 24 STALLS 1 STALLS REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2017 Otty of Tukwila At Asia& SEPARATE PERMIT SUBMITTALS ELECTRICAL, MECHANICAL, PLUMBING, FIRE ALARM, SPRINKLER, SIGNAGE. LIGHTING REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE LIGHTING REQUIREMENTS PER ATTACHED WSEC SPREADSHEET ENERGY REQUIREMENTS NO BUILDING ENVELOPE MODIFICATIONS ARE PROPOSED. ENTIRE SUITE s E C E I V E D CURRENTLY FULLY CONDmONED. CITY OF TUKWILA COFfR€CJION I 'tn LTR# PERMIT CENTER WI- 01.15 C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com 00- w M Cr C7 g 1-=' z z w CONSULTANT 7031 REGISTERED ARCHITECT k ei• 1 �I BRETT TIMOTHY COW STATE OF WASHINGTI Vi Submittals/Revisions: 9/29/17 FOR PERMIT A 11/01/17 PERMIT COMMENTS Sheet Title: GENERAL INFORMATION & SITE PLAN Date: Design: 9/27/17 Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: T1.1 COPYRIGHT CRAFT ARCHITECTS 2017 302/303 FLOOR SURFACES & CHANGES IN LEEL ANSI/ICC A117.1 303 - CHANGES IN LEVEL (REFERENCE DETAIL) A. Changes in level up to 1/4" may be vertical and without edge treatment B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1:2. Detail ANSI/ICC A117.1 302.2 - CARPET A. Carpet provided on a floor surface shall be securely attached; have a firm pad or backing, or no pad; and have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Maximum pile thickness shall be 1/2". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the exposed edges ANSI/ICC A117.1 302.3 - GRATINGS A. If gratings are located in walking surfaces or along accessible routes, then they shall have spaces no greater than 1/2" wide in one direction. B. If gratings have elongated openings, then they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. • 305 CLEAR FLOOR SPACE ANSI/ICC A117.1 305.2 - SIZE AND APPROACH A. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long. Clear floor space shall be centered on the element it serves. 307 P00700OOJECTT (REFERENCE DETAILS) ANSI/ICC A117.1 307 - GENERAL A. Objects projecting from walls (for example, telephones) with their leading edges between 27"-80" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27-80' above the ground or finished floor. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. 308 at 309 REACH RANGES AND OPERARLE PARTS ANSI/ICC A117.1 308 - HEIGHT (REFERENCE DETAIL) A. Unobstructed front approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >24" deep must have 36" clear floor width. B. Unobstructed side approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >15" deep must have 60" clear floor width. C. Electrical & communication system receptacles shall be mounted no less than 15" above the floor. ANSI/ICC A117.1 309 - OPERABLE PARTS Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5.01bs maximum. FULL LENGTH MIRROR MOP/BROOM STAINLESS HOLDER STEEL SHELF 403 ACCESSIBLE ROUTE - WALKING SURFACES IBC 1104 - LOCATION A. At least one accessible route within the site transportation stops, accessible parking and public streets or sidewalks to the accessible ANSI/ICC A. SOLID PLASTIC BENCH HAT/COAT HOOK shall be provided from public accessible passenger loading zones, and building entrance served. 404 DOORS confined ANSI/ICC A117.1 404.2.6 - DOOR HARDWARE A. Handles, pulls, latches, locks, and other operating devices shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. 1. Lever -operated mechanisms, push -type mechanisms, and U-shaped handles are acceptable designs. 2. When sliding doors are fully open, operating hardware shall be exposed and usable from both sides. 3. Hardware required for accessible door passage shall be mounted between 34" and 48' above finished floor. ANSI/ICC A117.1 404.2.7.1 - DOOR CLOSERS A. Door closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to an open position of 12 degrees shall be 5 seconds minimum. ANSI/ICC A117.1 404.2.7.2 - SPRING HINGES A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, the door shall move to the closed position in 1.5 seconds minimum. ANSI/ICC A117.1 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE A. The maximum force for pushing or pulling open doors shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 1. Other doors a. Exterior hinged, sliding or folding door. 10.0 lb. max. b. Interior hinged doors: 5.0 lb. max. c. Interior sliding or folding doors: 5.0 lb. max. These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door in a closed position. Exception: Interior or exterior automatic doors complying with Section 404.3 of ICC A117.1. 406 CURB PS ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL) A. Slopes of curb ramps shall comply with 406 B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. ANSI/ICC A117.1 406.4 - WIDTH (REFERENCE DETAIL) A. The minimum width of a curb ramp shall be 36", exclusive of flared sides. ANSI/ICC A117.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL) A. If a curb ramp is located where pedestrians must walk across the ramp or where it is not protected by handrails or guardrails, it shall have flared sides; the maximum slope of the flare shall be 1:10 If x Is less than 48" Then The Slope Of The Flare Sides Shall Not Exceed 1:1 k Adjoining Slope Shall 7 Not Exceed 1:20 Flared side :10 Max. Standard Curb Rama Adjoining Slope Shall Not Exceed 1:20 slope 502/503 PARKING AND PASSENGER LOADING ZONES continued iR GALVANIZED MOUNTING BOLTS O z� g oz b0 u) ea rno 505 HiWDRi�LS 1-4 PRE-MANUF. SIGN 4 DIA STEEL POST W/ CAP FINISH GRADE Bottom rail to provide edge protection Handrail to extend with slope at bottom extension Ramp (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. 6" Min. A117.1 403.5 - CLEAR WIDTH The minimum clear width shall be 32' at a point for a max. length of 24" and 36" continuously, per Table below. IBC with WA STATE AMENDMENTS 1101.2.1 - CLEAR WIDTH A. Clear width of an accessible route shall comply with Table above. For exterior routes of travel, the minimum clear width shall be 44'. ANSI/ICC A117.1 403.5.2 - PASSING SPACE A. If an accessible route is less than 60" in width, then passing spaces of at least 60'x60" shall be provided at 200' max. spacing. B. The minimum clear width for two wheelchairs to pass is 60" ANSI/ICC A117.1 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI/ICC A117.1 403.3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 MIMES ANSI/ICC A117.1 404.2.1 - DOUBLE - LEAF DOORWAYS A. Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 404.2.2 and 404.2.3 ANSI/ICC A117.1 404.2.2 - CLEAR WIDTH A. Doorways shall provide a clear opening of 32" minimum, with the door open 90'. 1. Clear opening shall be measured between the face of the door and opposite stop. 2. Openings more than 24" in depth shall provide a clear opening of 36" minimum. ANSI/ICC A117.1 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: A. Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach push side - 48" min width & 0" beside strike edge (12" 0 strike if door has both a closer and a latch) B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or - 54" min. width; 42' min. beside strike edge Hinge side approach push side - 42" min. width & 22" min. beside hinge edge (48"min. width if door has both a closer and a latch) C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge (54"min. width if door has a closer) Latch side approach push side - 42" min. width and 24" min. beside strike edge (48"min. width if door has a closer) ANSI/ICC A117.1 404.2.4 - THRESHOLDS AT DOORWAYS A. Maximum threshold height: 1/2". Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2 Curb Ramp Parallel to Curb 1:12 Max. slope Detail Location of Typicpl Parking Access Aisle Ramps (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Note : If $lope is 1:20 or less po contrasting color or texture is required ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have returned curbs or other well-defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48" minimum clear space outside active traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 48' clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANSI/ICC A117.1 406.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long and 36" minimum wide between the curb ramps in the part of the island intersected by the crossings. 410 PLA LIFTS ANSI/ICC A117.1 410.1 - GENERAL A. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section 105.2.6. Platform lifts shall not be attendant operated and shall provide unassisted entry and exit from the lift. ANSI/ICC A117.1 410.2 - UFT ENTRY A. Lifts with doors or gates shall comply with Section 410.2.1. Lifts with ramps shall comply with Section 410.2.2. ANSI/ICC A117.1 410.2.1 - DOORS AND GATES A. Doors and gates shall be low energy power operated doors or gates complying with Section 404.3. Doors shall remain open for 20 seconds minimum. End door clear opening width shall be 32 inches minimum. Side door clear opening width shall be 42 inches minimum. Exception: Lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have self closing manual doors or gates. ANSI/ICC A117.1 410.2.2 - RAMPS A. End ramps shall be 32 inches minimum in width. Side ramps shall be 42 inches minimum in width. ANSI/ICC A117.1 410.3 - FLOOR SURFACES A. Floor surfaces of platform lifts shall comply with Section 302 ANSI/ICC A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCE A. The clearance between the platform sill and the edge of any runway landing shall be 1 1/4 inch maximum ANSI/ICC A117.1 410.5 - CLEAR FLOOR SPACE A. Clear floor space of platform lifts shall comply with Section 305. ANSI/ICC A117.1 410.6 - OPERABLE PARTS A. Controls for platform lifts shall comply with Section 309. 502/503 PARKING AND PASSENGER LOADING jQNEs ANSI/ICC A117.1 502 - PARKING SPACES A. Accessible car parking spaces shall be 96' minimum in width. Van parking spaces shall be 132" minimum in width. EXCEPTION: Van parking spaces shall be permitted to be 96" minimum in width where the adjacent access aisle is 96" minimum in width. B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" wide. C. Surface slope shall not exceed 1:48 in all directions (Note : no built up curb ramp may be located in an accessible parking access aisle.) ANSI/ICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL) A. Each accessible parking space must have individual vertically mounted or suspended sign. Required van accessible spaces must be designated. B. Characters and symbols on such signs shall be located 60" minimum above the ground. ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCE A. Provide minimum vertical clearance of 114" at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. ANSI/ICC A117.1 503 - PASSENGER LOADING ZONE A. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and parallel to the vehicle pull-up space. If there are curbs between the access aisle and the vehicle pull-up space, then a curb ramp complying with 4.7 shall be provided. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding 1:48 in all directions. (1) TREAD DEPTH Detail Handrail to extend horizontally at top extension Handrail at Stair 1 1/2" SET POST IN CONC. NOTE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHALL HAVE ADDITIONAL SIGN "VAN ACCESSIBLE' MOUNTED BELOW. MOUNT ON WALL OF BLDG WHEN POSSIBLE. Handrail to extend horizontally at top and bottom extension If vertical rise is greater than 6" then bottom rail to provide edge protection 1 1/4" to 2" Handrail at Ramp 602 DRINKING FOUNTAINS Hani i Section ANSI/ICC A117.1 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI/ICC A117.1 602.2 - CLEAR FLOOR SPACE A. A clear floor space complying w/ Section 305, positioned for a forward approach to the drinking fountain, shall be provided. Knee & toe space complying with Section 306 shall be provided. The clear floor space shall be centered on the drinking fountain. EXCEPTIONS: 1. Drinking fountains for standing persons. 2. Drinking fountains primarily for children's use. 3. In existing building, existing drinking fountains providing a parallel approach complying w/ Section 305, centered on the drinking fountain shall be permitted. 4. Where specifically permitted by the administrative authority, a parallel approach shall be permitted that replace existing parallel approach drinking fountains. ANSI/ICC A117.1 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall be 36 inches max. off. Standing person spout outlets shall be 38 inches min. & 43 inches max. off. ANSI/ICC A117.1 602.5 - SPOUT LOCATION A. Spout shall be located 15 inches min. from the vertical support and 5 inches max. from the front edge of the drinking fountain, including bumpers. ANSI/ICC A117.1 602.6 - WATER FLOW A. Spout shall provide a flow of water 4 inches min. in height. The angle of the water stream from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max. and from spouts between 3 inches & 5 inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to the front face of the drinking fountain. r I I L 5"MAX 15"MIN Forward Approach 603 TOILET ROOD ANSI/ICC A117.1 603.2.2 - DOORS A. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI/ICC A117.1 603.2 - CLEARANCES A. The accessible fixtures and controls required shall be on an accessible route. An unobstructed turning space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the turning space may overlap, however; the only turning space provided shall not be located within a stall. ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. ANSI/ICC A117.1 603.3 - MIRRORS (REFERENCE DETAIL) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor. 804 WATER CL SEiS Ar TOILET ENTS ANSI/ICC A117.1 604.3 - CLEARANCES A. Clear floor space for water closets not in stalls shall be provided as follows: Clearance around a water closet shall be 60" minimum in width, measured perpendicular from the sidewall. Clearance around the water closet shall be 56" minimum in depth, measured perpendicular from the rear wall. (Reference Detail) B. No door swings are allowed in clear floor area. 56" MIN. (WALL MOUNTED W.C.) 59" MIN. (FLOOR MOUNTED W.C.) ANSI/ICC A117.1 604.4 - HEIGHT (REFERENCE DETAIL) A. The height to the top of the toilet seat shall be 17" - 19" above floor. 1. Seats shall not be sprung to return to a lifted position. ANSI/ICC A117.1 604.5 - GRAB BARS (REFERENCE DETAILS) A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" - 36" above the finish floor. 1. Side wall horizontal: 42" in length minimum, 12" max from rear wall, extending 54" min. from rear wall 2. Side wall vertical: 18" in length minimum, bottom of bar located 39' min/41" max. above the floor, centerline 39" min/41" max from rear wall 3. Back wall: 36" in length minimum, extend from centerline of water closet 12' min. on side closest to the wall, 24" min. on transfer side. ANSI/ICC A117.1 604.6 - FLUSH CONTROLS A. Flush controls shall be hand operated or automatic, and located on the open side of the water closet. Hand operated flush controls shall comply with Section 309. IBC with WA STATE AMENDMENTS 1101.2.5 - FLUSH CONTROLS A. Hand operated flush controls shall comply with Section 309, except the maximum height above the floor shall be 44". 604 WATER CLOSETS & TOILET COMPARTMENTS continued ANSI/ICC A117.1 604.7 - DISPENSERS (REtutENCE DETAIL) A. Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the dispenser is located above the grab bar, the outlet of the dispenser shall be located 24" min -36" max from the rear wall. Where the dispenser is located below the grab bar, the outlet of the dispenser shall be located 24" min -42" max from the rear wall. The outlet of the dispenser shall be 18"-48" maximum A.F.F. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. ANSI/ICC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTS A. Wheelchair accessible compartments shall comply with Section 604.9. Toilet compartments shall comply with Section 604.9.2.1 or 604.9.2.2 as applicable. 36" MAX 36' MAX Protruding Dispenser Below Grab Bar 105 - IMINAI.S Protruding Dispenser Recessed Dispenser Above Grab Bar ANSI/ICC A117.1 605 - URINALS A. Accessible urinals shall comply with Section 605. ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17" maximum above the finished floor. The rim shall extend a minimum of 13I" from the wall. ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REtt:tIENCE DETAIL) A. A clear floor space 3d' wide by 48" deep minimum shall be provided in front of urinal to allow forward approach. 1. This space shall adjoin or overlap an accessible route. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29" clearance between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL) Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTS L 48' MIN. Detail 608 LAVATORIES ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 27" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of tte lavatory, 30" wide minimum, and 19' deep minimum. 4. Toe clearance of 9" minimum shall be provided for the full depth of the laiatory. ANSI/ICC AI17.1 606 - DEPTH A. Each sink shall be a maximum of 6-1/2" deep. to i b M 17" MIN rclear I floor L_ space 19" MAX 48" MIN 5 1n WALL MOUNTED LAVATORY MOUNTED IN LAVATORY COUNTER ANSI/ICC A117.1 606.6 - EXPOSED PIPES AND SURFACES A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. ANSI/ICC A117.1 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 lb. C. Lever -operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. D. If self-closing valves are used the faucet shall remain open for 10 seconds minimum. ANSI/ICC A117.1 603.6 - OPERABLE PARTS A. Operable parts on towel dispensers and hand dryers shall comply with Table below. Maximum MINIMUM SEGMENT LENGTH SEGMENT WIDTH less than or equal to: 24" 32 greater than: 24" 36' IBC with WA STATE AMENDMENTS 1101.2.1 - CLEAR WIDTH A. Clear width of an accessible route shall comply with Table above. For exterior routes of travel, the minimum clear width shall be 44'. ANSI/ICC A117.1 403.5.2 - PASSING SPACE A. If an accessible route is less than 60" in width, then passing spaces of at least 60'x60" shall be provided at 200' max. spacing. B. The minimum clear width for two wheelchairs to pass is 60" ANSI/ICC A117.1 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI/ICC A117.1 403.3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 MIMES ANSI/ICC A117.1 404.2.1 - DOUBLE - LEAF DOORWAYS A. Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 404.2.2 and 404.2.3 ANSI/ICC A117.1 404.2.2 - CLEAR WIDTH A. Doorways shall provide a clear opening of 32" minimum, with the door open 90'. 1. Clear opening shall be measured between the face of the door and opposite stop. 2. Openings more than 24" in depth shall provide a clear opening of 36" minimum. ANSI/ICC A117.1 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: A. Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach push side - 48" min width & 0" beside strike edge (12" 0 strike if door has both a closer and a latch) B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or - 54" min. width; 42' min. beside strike edge Hinge side approach push side - 42" min. width & 22" min. beside hinge edge (48"min. width if door has both a closer and a latch) C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge (54"min. width if door has a closer) Latch side approach push side - 42" min. width and 24" min. beside strike edge (48"min. width if door has a closer) ANSI/ICC A117.1 404.2.4 - THRESHOLDS AT DOORWAYS A. Maximum threshold height: 1/2". Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2 Curb Ramp Parallel to Curb 1:12 Max. slope Detail Location of Typicpl Parking Access Aisle Ramps (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Note : If $lope is 1:20 or less po contrasting color or texture is required ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have returned curbs or other well-defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48" minimum clear space outside active traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 48' clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANSI/ICC A117.1 406.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long and 36" minimum wide between the curb ramps in the part of the island intersected by the crossings. 410 PLA LIFTS ANSI/ICC A117.1 410.1 - GENERAL A. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section 105.2.6. Platform lifts shall not be attendant operated and shall provide unassisted entry and exit from the lift. ANSI/ICC A117.1 410.2 - UFT ENTRY A. Lifts with doors or gates shall comply with Section 410.2.1. Lifts with ramps shall comply with Section 410.2.2. ANSI/ICC A117.1 410.2.1 - DOORS AND GATES A. Doors and gates shall be low energy power operated doors or gates complying with Section 404.3. Doors shall remain open for 20 seconds minimum. End door clear opening width shall be 32 inches minimum. Side door clear opening width shall be 42 inches minimum. Exception: Lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have self closing manual doors or gates. ANSI/ICC A117.1 410.2.2 - RAMPS A. End ramps shall be 32 inches minimum in width. Side ramps shall be 42 inches minimum in width. ANSI/ICC A117.1 410.3 - FLOOR SURFACES A. Floor surfaces of platform lifts shall comply with Section 302 ANSI/ICC A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCE A. The clearance between the platform sill and the edge of any runway landing shall be 1 1/4 inch maximum ANSI/ICC A117.1 410.5 - CLEAR FLOOR SPACE A. Clear floor space of platform lifts shall comply with Section 305. ANSI/ICC A117.1 410.6 - OPERABLE PARTS A. Controls for platform lifts shall comply with Section 309. 502/503 PARKING AND PASSENGER LOADING jQNEs ANSI/ICC A117.1 502 - PARKING SPACES A. Accessible car parking spaces shall be 96' minimum in width. Van parking spaces shall be 132" minimum in width. EXCEPTION: Van parking spaces shall be permitted to be 96" minimum in width where the adjacent access aisle is 96" minimum in width. B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" wide. C. Surface slope shall not exceed 1:48 in all directions (Note : no built up curb ramp may be located in an accessible parking access aisle.) ANSI/ICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL) A. Each accessible parking space must have individual vertically mounted or suspended sign. Required van accessible spaces must be designated. B. Characters and symbols on such signs shall be located 60" minimum above the ground. ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCE A. Provide minimum vertical clearance of 114" at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. ANSI/ICC A117.1 503 - PASSENGER LOADING ZONE A. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and parallel to the vehicle pull-up space. If there are curbs between the access aisle and the vehicle pull-up space, then a curb ramp complying with 4.7 shall be provided. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding 1:48 in all directions. (1) TREAD DEPTH Detail Handrail to extend horizontally at top extension Handrail at Stair 1 1/2" SET POST IN CONC. NOTE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHALL HAVE ADDITIONAL SIGN "VAN ACCESSIBLE' MOUNTED BELOW. MOUNT ON WALL OF BLDG WHEN POSSIBLE. Handrail to extend horizontally at top and bottom extension If vertical rise is greater than 6" then bottom rail to provide edge protection 1 1/4" to 2" Handrail at Ramp 602 DRINKING FOUNTAINS Hani i Section ANSI/ICC A117.1 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI/ICC A117.1 602.2 - CLEAR FLOOR SPACE A. A clear floor space complying w/ Section 305, positioned for a forward approach to the drinking fountain, shall be provided. Knee & toe space complying with Section 306 shall be provided. The clear floor space shall be centered on the drinking fountain. EXCEPTIONS: 1. Drinking fountains for standing persons. 2. Drinking fountains primarily for children's use. 3. In existing building, existing drinking fountains providing a parallel approach complying w/ Section 305, centered on the drinking fountain shall be permitted. 4. Where specifically permitted by the administrative authority, a parallel approach shall be permitted that replace existing parallel approach drinking fountains. ANSI/ICC A117.1 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall be 36 inches max. off. Standing person spout outlets shall be 38 inches min. & 43 inches max. off. ANSI/ICC A117.1 602.5 - SPOUT LOCATION A. Spout shall be located 15 inches min. from the vertical support and 5 inches max. from the front edge of the drinking fountain, including bumpers. ANSI/ICC A117.1 602.6 - WATER FLOW A. Spout shall provide a flow of water 4 inches min. in height. The angle of the water stream from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max. and from spouts between 3 inches & 5 inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to the front face of the drinking fountain. r I I L 5"MAX 15"MIN Forward Approach 603 TOILET ROOD ANSI/ICC A117.1 603.2.2 - DOORS A. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI/ICC A117.1 603.2 - CLEARANCES A. The accessible fixtures and controls required shall be on an accessible route. An unobstructed turning space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the turning space may overlap, however; the only turning space provided shall not be located within a stall. ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. ANSI/ICC A117.1 603.3 - MIRRORS (REFERENCE DETAIL) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor. 804 WATER CL SEiS Ar TOILET ENTS ANSI/ICC A117.1 604.3 - CLEARANCES A. Clear floor space for water closets not in stalls shall be provided as follows: Clearance around a water closet shall be 60" minimum in width, measured perpendicular from the sidewall. Clearance around the water closet shall be 56" minimum in depth, measured perpendicular from the rear wall. (Reference Detail) B. No door swings are allowed in clear floor area. 56" MIN. (WALL MOUNTED W.C.) 59" MIN. (FLOOR MOUNTED W.C.) ANSI/ICC A117.1 604.4 - HEIGHT (REFERENCE DETAIL) A. The height to the top of the toilet seat shall be 17" - 19" above floor. 1. Seats shall not be sprung to return to a lifted position. ANSI/ICC A117.1 604.5 - GRAB BARS (REFERENCE DETAILS) A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" - 36" above the finish floor. 1. Side wall horizontal: 42" in length minimum, 12" max from rear wall, extending 54" min. from rear wall 2. Side wall vertical: 18" in length minimum, bottom of bar located 39' min/41" max. above the floor, centerline 39" min/41" max from rear wall 3. Back wall: 36" in length minimum, extend from centerline of water closet 12' min. on side closest to the wall, 24" min. on transfer side. ANSI/ICC A117.1 604.6 - FLUSH CONTROLS A. Flush controls shall be hand operated or automatic, and located on the open side of the water closet. Hand operated flush controls shall comply with Section 309. IBC with WA STATE AMENDMENTS 1101.2.5 - FLUSH CONTROLS A. Hand operated flush controls shall comply with Section 309, except the maximum height above the floor shall be 44". 604 WATER CLOSETS & TOILET COMPARTMENTS continued ANSI/ICC A117.1 604.7 - DISPENSERS (REtutENCE DETAIL) A. Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the dispenser is located above the grab bar, the outlet of the dispenser shall be located 24" min -36" max from the rear wall. Where the dispenser is located below the grab bar, the outlet of the dispenser shall be located 24" min -42" max from the rear wall. The outlet of the dispenser shall be 18"-48" maximum A.F.F. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. ANSI/ICC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTS A. Wheelchair accessible compartments shall comply with Section 604.9. Toilet compartments shall comply with Section 604.9.2.1 or 604.9.2.2 as applicable. 36" MAX 36' MAX Protruding Dispenser Below Grab Bar 105 - IMINAI.S Protruding Dispenser Recessed Dispenser Above Grab Bar ANSI/ICC A117.1 605 - URINALS A. Accessible urinals shall comply with Section 605. ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17" maximum above the finished floor. The rim shall extend a minimum of 13I" from the wall. ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REtt:tIENCE DETAIL) A. A clear floor space 3d' wide by 48" deep minimum shall be provided in front of urinal to allow forward approach. 1. This space shall adjoin or overlap an accessible route. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29" clearance between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL) Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTS L 48' MIN. Detail 608 LAVATORIES ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 27" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of tte lavatory, 30" wide minimum, and 19' deep minimum. 4. Toe clearance of 9" minimum shall be provided for the full depth of the laiatory. ANSI/ICC AI17.1 606 - DEPTH A. Each sink shall be a maximum of 6-1/2" deep. to i b M 17" MIN rclear I floor L_ space 19" MAX 48" MIN 5 1n WALL MOUNTED LAVATORY MOUNTED IN LAVATORY COUNTER ANSI/ICC A117.1 606.6 - EXPOSED PIPES AND SURFACES A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. ANSI/ICC A117.1 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 lb. C. Lever -operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. D. If self-closing valves are used the faucet shall remain open for 10 seconds minimum. ANSI/ICC A117.1 603.6 - OPERABLE PARTS A. Operable parts on towel dispensers and hand dryers shall comply with Table below. Maximum 0.5' 2" 5" 6' 9" 11" Reach Depth Manch Height aximum R 46" 46' 42' 40" 36' 34' 9 ID Q 5 LL, 3 609 GRAB BARS ANSI/ICC A117.1 609.3.2 - SIZE AND SPACING A. Diameter or width of gripping surface shall be 1-1/4" to 2", or the shape shall provide an equivalent gripping surface. 1. The space between grab bars and adjacent walls shall be 1-1/2" ANSI/ICC A117.1 609.8 - STRUCTURAL STRENGTH A. Grab bars and mounting devices shall meet the following requirements: 609.8 Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250 lbs. is applied at any point on the grab bar, fastener mounting device, or supporting structure. 1. Shear stress induced by application of 250 lb. shall be less than allowable shear stress for material used. If connection between grab bar and mounting bracket is considered to be fully restrained, then direct and torsional shear stresses shall be totaled for the combined shear stress, which shall not exceed the allowable shear stress. 2. Shear force induced in a fastener or mounting device from application of 250 lb. shall be less than allowable lateral load of either the fastener or mounting device or the supporting structure, whichever is the smaller allowable load. 3. Tensile force induced in a fastener by a direct tension force of 250 lb. plus the maximum moment from the application of 250 lb. shall be less than the allowable withdrawal load between the fastener and the supporting structure. 609.6 Grab bars shall not rotate within their fittings. ANSI/ICC A117.1 609.5 - EUMINAT1NG HAZARDS A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. Edges shall be rounded. on wide side Side Wall Grab Bar for Water Closet Rear Wall Grab Bar for Water Closet 1'-6" HAND SHOWER/ 24" SLIDE BAR Side Wall Grab Bar for Shower CONTROL AREA Rear Wall Grab Bar for Shower Ill AIMS ANSI/ICC A117.1 702.1 - GENERAL A. When required, visual alarms shall be provided in each of the following areas, as a minimum: rest rooms and any other general usage areas (e.g., meeting rooms), hallways, lobbies, and any other area for common use. Accessible audible and visible alarms and notification appliances shall be installed in accordance with NFPA 72. NFPA 72 - AUDIBLE ALARMS A. If provided, audible alarms shall produce a sound that exceeds the prevailing equivalent sound level in the room or space by at least 15 dba or exceeds any maximum sound level with a duration of 60 seconds by 5 dba, whichever is louder. B. Sound levels for alarm signals shall not exceed 120 dba. NFPA 72 - VISUAL ALARMS A. Visual alarm signal appliances shall be integrated into the building or facility alarm system. If single station audible alarms are provided then single station visual alarm signals shall be provided. Visual Alarm appliances shall have the following features: 1. The lamp shall be a xenon strobe type or equivalent. 2. The color shall be clear or nominal white (i.e. unfiltered or clear filtered white light). 3. The maximum pulse duration shall be two-tenths of one second with a maximum duty cycle of 40%. (The pulse duration is defined as the time interval between initial and final points of 10% of max signal) 4. The intensity shall be a minimum of 75 candela. 5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz 6. The appliance shall be placed 80" above the highest floor level within the space or 6" below the ceiling, whichever is lower. a. In large rooms and spaces exceeding 100' across, without obstructions 6' above the finished floor, such as auditoriums, devices may be place around the perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from the ceiling. 7. In general, no place in any room or space shall be more than 50' from the signal (measured in a horizontal plane). 8. No place in common corridors or hallways shall be more than 50' from the signal. 703 SIGN WHERE APPLICABLE A. Signs which designate permanent rooms and spaces shall comply with the requirements listed below for. 1. Raised and Braille Characters, and Pictograms 2. Finish and Contrast Exception: Employee name signs are not required to comply. WHERE APPLICABLE A. Signs which provide direction to, or information about, functional spaces of the building shall comply with the requirements listed below for. 1. Character Proportion 2. Character Height 3. Finish and Contrast Exception: Building directories, menus, and all other signs which are temporary are not required to comply. WHERE APPLICABLE (REFERENCE DETAIL) A. Element and spaces of accessible facilities which shall be identified by the International Symbol of Accessibility are: 1. Parking spaces designated as reserved for persons with disabilities. 2. Accessible passenger loading zones. 3. Accessible entrances when not all are accessible (inaccessible entrances shall have directional signage to indicate route to nearest accessible entrance). 4. Accessible toilet and bathing facilities when not all are accessible. ANSI/ICC A117.1 703.2.4 - CHARACTER HEIGHT (REFERENCE DETAIL) Height: The uppecase letter "r shall be used to determine the allowable height of all characters of a font and shall be a minimum of r and 2" maximum. EXCEPTION: Where separate tactile and visual characters with the same information are provided, the height of the tactile upper case letter "I" shall be permitted to be r minimum. ANSI/ICC A117.1 703.2.5 - CHARACTER WIDTH A. Width: The uppercase letter "0" shall be used to determine the allowable width of all characters of a font, and shall be 55% min. and 110% max. of the height of the uppercase "r of the font. R -TOILET SEAT COVER DISPENSER R -PAPER TOWEL S -ELECTRIC R -PAPER R -SANITARY R -WASTE DISPENSER/ HAND DRYER TOWEL NAPKIN RECEPTACLE WASTE DISPENSER DISPENSER RECEPTACLE 703 SIGNAGE continued OVERHEAD SIGNS A. CHARACTERS AND NUMBERS ON OVERHEAD SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. 1. FOR SIGNS HIGHER THAN 70" A.F.F., CHARACTER SIZE SHALL BE 2" MINIMUM PLUS Ij" PER FOOT OF VIEWING DISTANCE ABOVE 15 FEET. 1. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE LETTER T. 2. LOWER CASE LETTERS ARE PERMITTED. ANSI/ICC A. B. A117.1 703.3-703.5 - RAISED CHARACTERS, BRAILLE, & PICTOGRAMS Raised characters shall comply with section 703.3 and shall be duplicated in braille complying with section 703.4. Letter and numerals shall be raised 1/32", upper case, sans serif and shall be accompanied by grade 2 Braille. 1. Raised character height: r minimum to 3" plus r per foot of viewing distance above 21 feet. 2. Braille shall be contracted (grade 2); shall be located below title corresponding text. 3. Pictograms shall be accompanied by the equivalent verbal description placed directly below the pictogram. 1. The border dimension of the pictogram shall be 6" min. in height. ANSI/ICC A117.1 703.3.12 - FINISH AND CONTRAST A. Characters and their background shall have a nonglare finish. Characters shall contrast with their background, with either light characters on a dark background, or dark characters on a light background. ANSI/ICC A. B. C. D. A117.1 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL) Characters and their background shall have a nonglare finish. Characters shall contrast with their background, with either light characters on a dark background, or dark characters on a light background. Where a tactile sign is mounted next to a door, it shall be placed to the latch side of the door wherever possible. Where a tactile sign is placed adjacent a double door, the sign shall be to the right hand door. If there is no wall space to the right, signs shall be placed on the nearest adjacent wall. Exception: Door mounted signs shall be permitted on the push side on the doors with closers and without hold open devices. Raised characters shall be 48" minimum above the floor, measured to the baseline of the lowest raised character and 60" maximum above the floor, measured to the baseline of the highest raised character. Mounting location for such signage shall be so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. IBC with WA STATE AMENDMENTS 1101.2.6 - INTERNATIONAL SYMBOL OF ACCESSIBIUTY A. Where the International Symbol of Accessibility is required, it shall be proportioned complying with ANSI/ICC A117.1 Figure 703.6.3.1. All interior and exterior signs depicting the International Symbol of Accessibility shall be white on a blue background. International Symbol of Accessibility Light switch Thermostats, Etc. Letter & numbers on signs shall have a width to height ratio of between 3:5 & 1:1 and a stroke - width to height ratio between 1:5 & 1:10. Letters and numbers shall be raised 1/32", upper case, sans serif or simple serif type and shall be accompanied with grade 2 Braille, raised characters shall be at least 5/8" - 3" high plus 1/8" per foot of viewing distance above 21 feet. 8" MAX Detail Detail Convenience Outlets Data, Tel., Etc. 804 KITCHENS AND KITCHENETTES ANSI/ICC A117.1 804.5.6 - REFRIGERATOR/FREEZER Combination refrigerators and freezers shall have at least 50% of the freezer compartment shelves, including the bottom of the freezer 54 inches (1370mm) maximum above the floor when the shelves are installed at the maximum heights possible in the compartment. A clear floor space, positioned for a parallel approach to the space dedicated to a refrigerator/freezer, shall be provided. The centerline of clear floor space shall be offset 24 inches (610 mm) maximum from the centerline o the dedicated space. C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax wwwcrafts rch ite cts . co m co Z gm"- Z WCIC 0 � > z w Ocr� 1 0. M 0 zgW 44CFinm REVI COi E COMPLIANCE APPROVED 902 MING SURFACES & WORK SURFACES ANSI/ICC A117.1 902.2 - CLEAR FLOOR SPACE A. A clear floor space complying with Section 305, positioned for a forward approach, shall be provided. Knee and toe clearance complying with Section 306 shall be provided. ANSI/ICC A117.1 902.4- HEIGHT A. The tops of accessible tables and counters shall be 28" minimum, and 34" maximum, above the finished floor. =Et= ANSI/ICC A117.1 903.2 - CLEAR FLOOR SPACE A. a clear floor space complying with section 305, positioned for parallel approach to the bench seat shall be provided. ANSI/ICC A117.1 903.3- SIZE A. Benches shall have seats 42" minimum in length and 20" minimum and 24" maximum in depth. ANSI/ICC A117.1 903.4 - BACK SUPPORT A. The bench shall provide for back support or shall be fixed to a wall. Back support shall be 42" minimum in length and shall extend from a point 2" maximum above the seat surface to a point 18" above the seat surface. 245.51062E ANSI/ICC A117.1 905.2 - CLEAR FLOOR SPACE A clear floor space complying with Section 305 shall be provided. ANSI/ICC A117.1 905.3 - HEIGHT Accessible storage elements shall comply with at least one of the in Section 308. ANSI/ICC A117.1 905.4 - OPERABLE PARTS Operable parts of storage facilities shall comply with Section 309. CLEAR FLOOR SPACE A. Floor space shall comply with ANSI/ICC A117.1 305 to allow a forward, approach or both. City of Tukwila (FOLDING ,DiNtSIOb 7031 REGISTERED ARCHITECT Ail BR TIMOTHY CONWAY STATE OF WASHINGTON Submittals/Revisions: 9/29/17 FOR PERMIT A 11/01/17 PERMIT COMMENTS reach ranges specified RECEIVED CITY OF TUKVViL Sheet PERMIT CENTER parallel HEIGHT A. Operable parts shall be placed within one or more of the reach ranges specified in ANSI/ICC A117.1 section 308, summarized earlier in this sheet. THIS SHEET IS PROVIDED FOR YOUR CONVENIENCE. IT CONTAINS SELECTIONS FROM THE CURRENT ACCESSIBILITY REFERENCED STANDARDS (2015 IBC CHAPTER 11 WITH WA STATE AMENDMENTS AND ANSI/ICC A117.1), BUT IS NOT INTENDED TO BE A COMPLETE OR EXHAUSTIVE COPY OF THE CURRENT ACCESSIBILT1Y STANDARDS. 0275 Title: ACCESSIBILITY GUIDELINES Date: Design: 9/27/17 Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: T1.2 COPYRIGHT CRAFT ARCHITECTS 2017 ACCESSIBLE PARKING SIGNAGE SEE PLAN FOR LOCATIONS — NOTE: SLOPE SHALL BE 1:12 MAX. & CROSS SLOPE SHALL BE 1:48 MAX., PER IBC SECTION 1010 PROVIDE DETECTABLE WARNING TEXTURE PER CODE, TYPICAL ALL WHEELCHAIR RAMPS 4" WIDE CURB ® BACK OF RAMP N b Co m U ACCESSIBLE RAMP 0 c CO GALVANIZED MOUNTING BOLTS L1) STATE DISABLED PARKING REQUIRED CO ACCESSIBLE� PRE-MANUF. SIGN 4" DIA. STEEL POST W/ CAP FINISH GRADE SET POST IN CONC. NOTE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHALL HAVE ADDITIONAL SIGN "VAN ACCESSIBLE" MOUNTED BELOW. ACCESSIBLE PARKING SIGN 3/4" = 1'-0' NOTE: CURB RAMP VERTICAL RISE SHALL BE 6" MAX., PER ICC/ANSI A117.1 5'-0" 4 111 III IIS CONCRETE SIDEWALK ASPHALT PAVING H � HI III III III III ACCESSIBLE RAMP 1/2" = 1'-0" CONCRETE WHEEL STOP ASPHALT PAVING ii / / < /\ 4,0 ROCK BASE CONTRACTOR OPTION. STEEL TIE BARS ® 1 FT. EA. SIDE OF EVERY JOINT OR USE AN ADHESIVE WHEEL STOP 1" = 1'-0" b \% i Aft UN UM so am, ONO Calli PROPERTY LINE IWO GENERAL NOTES: 1. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES AND LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE CODE. MOUNTING HEIGHTS TO MEET THE PROVISIONS OF ANSI A117.1 - 308 (48" MAX). CABINET SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, CORRIDORS, PASSAGEWAYS, OR AISLES. LOCATE CABINET(S) 75 -FOOT MAXIMUM TRAVEL DISTANCE TO REACH THE EXTINGUISHER, (1) 2A EXTINGUISHER TO COVER MAXIMUM FLOOR AREA OF 3,000 SF. LOCATIONS TO BE REVIEWED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. EGRESS CODE SUMMARY IBC 2015 A. MAX. TRAVEL DISTANCE B OCCUPANCY: 300' (TABLE 1017.2) B. MAX. COMMON PATH OF EGRESS TRAVEL: 100' (TABLE 1006.2.1) OCCUPANCY LOAD: (SEC. 1004.1 TABLE 1004.1.2) OFFICE - B (EXISTING) 7,814 SQ FT / 100 = 79 EXIT REQUIREMENTS: (SEC. 1006 TABLE 1006.2.1 & 1006.3.1) NUMBER REQ'D NUMBER PROVIDED OFFICE 2 4 LEGEND: EXIT EXISTING PARTITION TO REMAIN NEW PARTITION IBC 2015 IBC 2015 INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1013, CONFIRM OPERATION OF EXISTING. ADD NEW WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED TACTILE EXIT SIGN, ADJACENT TO DOOR PER 703/T1.2. ADD NEW WHERE NOT EXISTING. DIRECTION OF TRAVEL i --- PATH OF EGRESS ,......„----- START POINT -- COMMON PATH OF TRAVEL TERMINATION POINT KEY NOTES: O 1. EXISTING ACCESSIBLE ENTRANCE/EXIT 2. EXISTING TENANT DEMISING WALL 3. EXISTING COLUMN 4. EXISTING OVERHEAD DOOR. 5. EXISTING PARKING STALLS, TYP. 6. EXISTING CONCRETE SIDEWALK. 7. EXISTING LANDSCAPING, TYP. REPLACE ANY DAMAGED LANDSCAPE DURING CONSTRUCTION. 8. EXISTING CONDITIONED OFFICE SPACE. 9. NEW ACCESSIBLE PARKING STALL W/WHEELCHAIR SYMBOL AND VAN DESIGNATION, ACCESS AISLE AND WHEEL STOP, TYP., TO MEET THE PROVISIONS OF ANSI A117.1 - 502/503, 406, AS SUMMARIZED ON T1.2. SEE 2/A0.1, 3/A0.1, 5/A0.1. 10. NEW ACCESSIBLE PARKING STALL SIGNAGE PER ICC/ANSI A117.1-203, SECTION 502.7. SIGN TO BE DESIGNATED VAN ACCESSIBLE, AS SUMMARIZED ON T1.2. SEE 4/A0.1. 11. NOT USED. 12. LOCATION OF EXISTING ELECTRICAL PANELS AND STEP-DOWN TRANSFORMER. 13. EXISTING ACCESSIBLE PARKING STALL. 14. REMOVE EXISTING CURB AND SIDEWALK AND REPLACE CONCRETE TO PROVIDE NEW ACCESSIBLE RAMPS. SEE KEYNOTE #9. REVIEWED FOR QDE COMPLIANCE APPROVED NOV 07 21317 l Of Tukwila ILDiarlsio .. ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN " = 20'-0" RECEIVED CITY OF TUKWILA PERMIT CENTER 075 C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. crafts rch ite cts .corn z w CC 0 M Cr C7 � 1.-- z z w CO Z CO—J Ca � �LI LTJ aa W Z3 U m ��3 cc nO U cc „,o � � N Q T CONSULTANT 7031 REGISTERED ARCI-IITE T REIT TIMOTHY CO71 STATE OF WASHINGTON L1 Submittals/Revisions: 1' 9/29/17 FOR PERMIT A 11/01/17 PERMIT COMMENTS Sheet Title: ARCHITECTURAL SITE/ EGRESS/WAREHOUSE PLAN 9/27/17 Date: Design: Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: A0.1 COPYRIGHT CRAFT ARCHITECTS 2017 DEMOLITION PLAN FIRST FLOOR 1/8" = 1'-0" GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS TO REMAIN, UON. PROJECT SPECIFIC DEMOLITION INTENT IS DEFINED AS: 1.1. EXTERIOR WINDOWS TO REMAIN. 1.2. DOORS, DOOR FRAMES & DOOR CASING TO REMAIN. 1.3. DOOR HARDWARE TO BE REPLACED. 1.4. LIGHT FIXTURES TO BE REPLACED 1.5. SUSPENDED CEILING GRID TO REMAIN. 1.6. SUSPENDED CEILING PANELS TO BE REPLACED. 1.7. GWB CEILING TO REMAIN. 1.8. FLOOR FINISHES AND WALL BASE TO BE REPLACED 1.9. TOILET ACCESSORIES TO BE REPLACED. 1.10. TOILET ROOM WAINSCOT TO BE REPLACED. 2. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. 3. WHERE FLOOR FINISHES (CARPET, VCT, CERAMIC TILE, ETC.) AND/OR FLOOR BASE ARE SCHEDULED TO BE REMOVED, PREPARE FLOOR TO RECEIVE NEW FLOOR FINISHES, TYPICAL THROUGHOUT. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 4. WHERE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, CABINETRY, DOORS AND DOOR FRAMES, ARE SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS AND PATCH FLOOR AND WALLS AS REQUIRED. PREPARE SURFACES FOR NEW FINISHES UON TYPICAL THROUGHOUT ENTIRE SPACE. 5. IN AREAS WHERE CEILING SYSTEM IS SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS AND PATCH WALLS AS REQUIRED. TYPICAL THROUGHOUT ENTIRE SPACE. 6. WHERE WALL MOUNTED ARTWORK IS SCHEDULED TO BE REMOVED. REPAIR WALL AS REQUIRED. TEMPORARILY STORE ONSITE FOR REINSTALLATION AT PROJECT COMPLETION. 7. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 8. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEBRIS. 9. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 10. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 11. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 12. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. 13. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 14. IN ADDMON TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION. COORDINATE EXTENT OF DEMOLITION WITH NEW WORK INDICATED ON THE FOLLOWING DRAWINGS. 15. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. 16. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH OWNER/TENANT AND DESIGNER. ONLY REUSED CABUNG MAY REMAIN IN THE PLENUM. ALL OTHER CABUNG MUST BE REMOVED. 17. RELOCATE THERMOSTATS, LIGHT SWITCHES, AND FIRE EXTINGUISHER CABINETS IN DEMOLISHED PARTITIONS AS REQUIRED. LEGEND: EXISTING PARTITION TO REMAIN EXIST. UNDERGRID PARTITION / ELEMENT TO BE DEMOLISHED KEY NOTES: O 1. NOT USED. 2. NOT USED. 3. REMOVE AND DISPOSE OF ACT GRID AND TILES IN AREA TO BECOME FUTURE SHOWROOM. 4. RETAIN RECITE FRAME ONLY FOR REUSE. 5. RETAIN DOOR, FRAME AND SIDELIGHT FOR REUSE. 6. RELOCATE EYE WASH STATION 7. PORTION OF PARTITION TO BE DEMOLISHED TO RECEIVE NEW DOOR AND/OR RELITE, PER A2.1 AND A6.1. REVIEWED FOR CODE COMPLIANCE APPROVED `� NOV 07 2011 City of Tukwila BUILDING DIVISION RECEIVE CITY OF TUKWILA PERMIT CENTER 0173 C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com c� 0 TENANT IMPROVEMENT CONSULTANT 7031 REGISTERED ARCHITECT r. ilk it'� BRETT TIMOTHY CONW STATE OF WASHINGTON` 1 Submittals/Revisions: 1 9/29/17 FOR PERMIT A 11/01/17 PERMIT COMMENTS Sheet Title: DEMOLITION PLAN Date: Design: 9/27/17 Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: A1.1 COPYRIGHT CRAFT ARCHITECTS 2017 7/ i `o N • N FUTURE SHOWROOM 125 4'-4" STORAGE 120 .,LOSET 119 t19 1 1250 J 5'-9 OFFICE 118 b 1 7 4•Z FIRST FLOOR PLAN 1/8" = GENERAL NOTES: 1. WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED, PREPARE FLOORS AND WALLS TO RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. PATCH AND PAINT ALL OFFICE WALLS. TYPICAL THROUGHOUT. 2. FINISHES PER ROOM FINISH SCHEDULE SHEET A6.1, TYPICAL UON. 3. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH EXISTING. 4. ALL NEW PARTITIONS TO BE WALL TYPE Q UON, SEE SHEET A8.1 FOR WALL TYPES. 5. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2. 6. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 7. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 8. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 9. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 10. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS, PIER, JOISTS OR WINDOW MULLION, AS SHOWN. 11. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 12. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 13. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL, MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 14. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR LIGHTING CONTROLS. SEE ALSO A0.1 FOR WAREHOUSE POWER/DATA. 15. ALL SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE WHITE IN COLOR, UON. DEVICES WHICH OCCUR IN STAINED MILLWORK OR ON BLACK COLORED SURFACES SHALL BE BLACK IN COLOR. ALL EXISTING BEIGE SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE CHANGED TO WHITE. 16. ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED BY OWNER. NEW FURNITURE PANELS WILL BE POWERED. ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS, POWER CONNECTION TO WORKSTATIONS (WHIPS/BASE POWER INFEEDS) AND DUPLEX RECEPTACLE INSTALLATION. COORDINATE POWER, VOICE/DATA AND SECURITY LOCATIONS AND INSTALLATION REQUIREMENTS W/ FURNITURE VENDOR, TYP. 17. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 15" ABOVE FLOOR UON. 18. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. 19. MAINTAIN A FOUR INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, UON. 20. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT: CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, UON: GANG COVER PLATES SHALL BE ONE-PIECE TYPE UON. 21. ALL EXISTING ELECTRICAL/ TELEPHONE OUTLETS NOT SHOWN ARE EXISTING TO REMAIN. POWER & COMMUNICATION OUTLETS ARE SHOWN IN IDEAL LOCATIONS. REUSE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHEN LOCATED NEAR IDEAL LOCATIONS AND RELOCATE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHERE POSSIBLE. 22. FURNITURE SHOWN IS FOR REFERENCE ONLY AND IS NIC. LOCATION OF OUTLETS IN PRIVATE OFFICES TO BE COORDINATED WITH FURNITURE VENDOR LEGEND: OS EXISTING PARTITION TO REMAIN NEW PARTITION WALL MOUNTED DUPLEX OUTLET: DED OR HATCH = DEDICATED 20A = 20 AMP CIRCUIT T = 12 HOUR TIMER WALL MOUNTED VOICE/DATA PORT - (2) VOICE/(2) DATA IN SINGLE GANG BOX, UON OCCUPANT SENSING AUTOMATIC CONTROL FLOOR, CEILING OR WALL MOUNTED FLEXIBLE CONDUIT WHIP/BASE POWER INFEED TO ATTACH TO FURNITURE SYSTEM - POWER, DATA & VOICE VERIFY TOTAL POWER REQUIREMENT WITH TENANT KEY NOTES: O 1. EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR 2. REFURBISHED EXISTING COUNTERTOP, EXISTING PLASTIC LAMINATE BASE AND UPPER CABINETS WITH EXISTING DOUBLE COMPARTMENT, TOP MOUNT SINK, NEW GARBAGE DISPOSAL, AND NEW DISHWASHER. 3. NEW PLASTIC LAMINATE COUNTERTOP AND BASE CABINETS. 4. PROVIDE WATER SUPPLY LINE FOR NEW (FTIT) COUNTER MOUNTED PLUMBED HOT/COLD WATER DISPENSER, 1/4" COPPER TUBES BELOW COUNTER. 5. PROVIDE WATER SUPPLY LINE TO (FTIT) REFRIGERATOR, 1/4" COPPER TUBES BELOW COUNTER. 6. PROVIDE WATER SUPPLY LINE TO (FTIT) COFFEE MAKER, 1/4" COPPER TUBES BELOW COUNTER. 7. SHELF AND ROD, FTIT. SEE DETAIL 19/A5.1 8. UNDERGROUND CONDUIT FOR POWER/VOICE/DATA SECURITY IN NEW FLOOR TRENCH. GC TO SAWCUT CONCRETE TRENCH. VERIFY FINAL LOCATION W/ TENANT. SEE DETAIL 14/A8.1. . NOT USED. 10. EXISTING WATER HEATER. 11. EXISTING LAUNDRY TUB. 12. RELOCATED EYE WASH. 13. ALIGN NEW PARTITIONS WITH COLUMNS. RECEIVED CITY OF TUKWILA ERMIT CENTER C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. craft a rc h ite cts .corn O c� 0 z w w>1. cr z z w M Z J CO CO Efl W Z U pap aNe 0 p �3 CC U10 >- T CONSULTANT 7031 REGISTEREa ' RCHITECT s 444I BRETT TIMOTHY CONW STATE OF WASHINGTON 10 Submittals/Revisions: 9/29/17 FOR PERMIT A 11/01/17 PERMIT COMMENTS Sheet Title: FLOOR PLAN Date: Design: 9/27/17 Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: A2.1 COPYRIGHT CRAFT ARCHITECTS 2017 DESIGN BUILD NOTES: PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN -BUILD. NEW LIGHTING SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. IBC 1008.1 - ILLUMINATION REQUIREMENT 1. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. B. IBC 1008.2.1 - ILLUMINATION LEVEL 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL C. IBC 1008.3 - ILLUMINATION EMERGENCY POWER 1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. 1.1 LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS OR SPACES, PUBLIC OR COMMON EGRESS ELEMENTS, ESSENTIAL PORTIONS OF THE INTERIOR EGRESS SYSTEM, INTERIOR EXIST DISCHARGE ELEMENTS, AND EXTERIOR PORTIONS OF THE EXIT DISCHARGE, INCLUDING INTERIOR EXIT STAIRWAYS & RAMPS. 2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR LIGHTING CONTROLS. EACH AREA ENCLOSED BY WALLS OR FLOOR -TO -CEILING PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR THE LIGHTING SERVING THAT AREA. THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN THE AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES THE LIGHTS SERVED AND INDICATES THEIR STATUS. C405.2.1.2 LIGHT REDUCTION CONTROLS. LIGHT REDUCTION CONTROLS NEED NOT BE PROVIDED IN THE FOLLOWING AREAS AND SPACES: 1. AREAS THAT ARE CONTROLLED BY AN OCCUPANT -SENSING DEVICE. 2. CORRIDORS, EQUIPMENT ROOMS, STOREROOMS, RESTROOMS, PUBLIC ROOMS. 3. DAYLIGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2. LOBBIES, ELECTRICAL OR MECHANICAL C405.2.2.1 AUTOMATIC TIME SWITCH CONTROL DEVICES. AUTOMATIC TIME SWITCH CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY SENSORS. C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK U, N b in N 5 N ROOMS, PRIVATE OFFICES, RESTROOMS, WAREHOUSE SPACES, STORAGE ROOMS AND JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET (28 M2) OR LESS ENCLOSED BY FLOOR -TO- CEILING HEIGHT PARTITIONS. THESE AUTOMATIC CONTROL DEVICES SHALL BE INSTAI I FD TO AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, AND SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON NOT MORE THAN 50 PERCENT POWER. C405.2.2.3 DAYLIGHT ZONE CONTROL DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH SECTION C405.2.2.3.2. EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED 2,500 SQUARE FEET (232 M2). CONTIGUOUS DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLING DEVICE PROVIDED THAT THEY DO NOT INCLUDE ZONES FACING MORE THAN TWO ADJACENT CARDINAL ORIENTATIONS (I.E.,NORTH, EAST, SOUTH, WEST). THE PRIMARY DAYLIGHT ZONE SHALL BE CONTROLLED SEPARATELY FROM THE SECONDARY DAYLIGHT ZONE. DAYLIGHT ZONES UNDER SKYLIGHTS MORE THAN 15 FEET (4572 MM) FROM THE PERIMETER SHALL BE CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION. CONTROL SHALL: 1. CONTROL ONLY LUMINAIRES WITHIN THE DAYUT AREA. 2. INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. EXCEPTION: DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FIXTURES ARE NOT REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING. C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK CONTROLS DEVICE SHALL BE CAPABLE OF AUTOMATICALLY REDUCING THE LIGHTING POWER IN RESPONSE TO AVAILABLE DAYLIGHT BY EITHER ONE OF THE FOLLOWING METHODS: 1. CONTINUOUS DIMMING USING DIMMING BALLASTS AND DAYLIGHT -SENSING AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING THE POWER OF GENERAL LIGHTING IN THE DAYUT ZONE CONTINUOUSLY TO LESS THAN 20 PERCENT OF RATED POWER AT MAXIMUM LIGHT OUTPUT. 2. STEPPED DIMMING USING MULTI-LEVEL SWITCHING AND DAYLIGHT -SENSING CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER AUTOMATICALLY. THE SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER ZONE AND BE INSTALLED IN A MANNER SUCH THAT AT LEAST ONE CONTROL STEP IS BETWEEN 50 PERCENT AND 70 PERCENT OF DESIGN LIGHTING POWER AND ANOTHER CONTROL STEP IS NO GREATER THAN 35 PERCENT OF DESIGN POWER, AND THE SYSTEM IS CAPABLE OF AUTOMATICALLY TURNING THE SYSTEM OFF. C408.3.1 FUNCTIONAL TESTING. TESTING SHALL ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. NEW HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: A. NEW MECHANICAL ELEMENTS, INCLUDING BUT NOT LIMITED TO PACKAGED UNITS, CONTROLS, DAMPERS, DUCTING, COMMISSIONING; TO FULLY COMPLY WITH THE PROVISIONS OF WSEC SECTION C403. B. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE MECHANICAL CODE (WAC 51-52) C. ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN ACCORDANCE WITH SECTION 403 IN THE 2012 INTERNATIONAL MECHANICAL CODE THE VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO PROVIDE VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.3 IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH THE WORK. EXIT so:,1 ' ,/8" STORAGE 126 FUTURE SHOWROOM 125 01 07-777/f 11 119 OPE. // /17F/), /7/ // 7/ /////////t 7/7// L+� �/ /7/777/ /7/7/ //////l / %/4 /7 //%//:,/%////;%////:% / / / / / / • / / %// / /A/7// /; REFLECTED CEILING PLAN 1/8" = 1'-0" GENERAL NOTES: 1. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL, MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 2. BEFORE STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS. IF THERE ARE EXISTING BUILDING OBSTRUCTIONS AND CEILING FIXTURES, LEVEL CHANGES, SOFFITS, ETC., CANNOT BE INSTALLED WHERE INDICATED, OR IF THERE ARE ANY CONFLICTS OR DISCREPANCIES, CONTRACTOR SHALL NOTIFY AND OBTAIN CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY PART OF THE CEILING WORK OR RELATED WORK. 3. REWORK EXISTING FIRE, LIFE, SAFETY SYSTEM AS REQUIRED PER NEW WALL LAYOUT AND CURRENT CODE. ENGINEERING AND INSTALLATION BY BUILDING RECOMMENDED SUB -CONTRACTOR. 4. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 5. ALL CEILING MOUNTED DEVICES SHALL BE WHITE. 6. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING TILE AREAS. DO NOT PLACE ANY ABOVE GYPSUM BOARD CEILINGS, UNLESS APPROVED BY ARCHITECT. 7. ALL ACCESS PANELS IN GYPSUM BOARD CEILINGS SHALL BE FRAMELESS; LOCATIONS SHALL BE COORDINATED WITH ARCHITECT. GROUP DEVICES TO MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS. 8. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED AS HIGH AS POSSIBLE, NOT LOWER THAN 8" ABOVE LINE OF HIGHEST FINISHED CEILING. 9. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. 10. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE SWITCH PLATE. 11. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED. INSTALL CLOSE TO DOOR OPENINGS, DO NOT INSTALL IN CENTER OF WALL. ARCHITECT AND CLIENT TO APPROVE ALL LOCATIONS. 12. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR. PROVIDE OVERRIDE SWITCH AT ALL CONFERENCE ROOMS 13. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME TEMPERATURE, UON. CEILING NOTES: C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com 1. CENTER CEILING GRID IN ROOM OR AREA IN TWO DIRECTIONS, TYPICAL UON. 2. CENTER LIGHT FIXTURES/SPRINKLER HEAD/CEILING ELEMENT IN 24" PORTION OF 0 48" CEILING TILE, TYPICAL UON. 3. LOCATE ALL LIGHT FIXTURES, SPEAKERS, LIFE -SAFETY DEVICES, ETC., IN STRAIGHT LINES AND IN CENTER OF CEILING TILES, UON. 4. PROVIDE SEISMIC BRACING AT ALL SUSPENDED CEILING SYSTEMS. SUSPENDED CEILING AND BRACING SHALL MEET THE MINIMUM REQUIREMENTS OF CISCA AND ASCE 7-10 SECTION 13.5.6. AS SUMMARIZED ON SHEET A8.1 5. ADJUST LIGHT FIXTURE LAYOUT AS NEEDED TO AVOID EXISTING SPRINKLER HEAD/DIFFUSER LOCATIONS. 6. REPAIR EXISTING SUSPENDED CEILING AS NEEDED WHERE PARTITIONS HAVE BEEN REMOVED. LEGEND: EXIT c7 D INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1013, CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED NEW 2X4 LED HIGH BAY LIGHT FIXTURE. MOUNT AT 15'-0" TO BOTTOM OF FIXTURE (VERIFY WITH TENANT) HATCH INDICATES "NIGHT LIGHT' FOR EGRESS ILLUMINATION NOT LESS THAN 1 FC PER IBC SECTION 1008.2.1. NEW 2X4 LAY -IN LED LIGHT FIXTURE. HATCH INDICATES "NIGHT LIGHT' FOR EGRESS ILLUMINATION NOT LESS THAN 1 FC PER IBC SECTION 1008.2.1. NEW LED TROUGH FIXTURE EXHAUST FAN (SONE RATING LESS THAN 1.0 SONE) NEW SUSPENDED ACOUSTIC CEILING TILE: 2x4 ARMSTRONG 769A, IN EXISTING CEILING GRID GWB GYPSUM BOARD CEILING - EXISTING TO REMAIN OPEN TO STRUCTURE DAYLIGHT ZONE (PRIMARY DEPTH = TO WINDOW HEAD HEIGHT, 24" BEYOND WIDTH OF WINDOW) (SECONDARY DEPTH = 2 TIMES WINDOW HEAD HEIGHT) E EXISTING KEY NOTES: O 1. NOT USED. REVIEWED FOR CODE �/®jCOMPLIANCE A■ PROVED NOV 0 7 2017 City of Tukwila �IyG._11VISION 2. 2" SEISMIC EXPANSION JOINT IN ACOUSTICAL CEILING. �)7S RECEIVED CIT`! OF TUKWILA PERMIT CENTER TENANT IMPROVEMENT CONSULTANT 7031 REGISTERED I ARCHITECT 1S RETT TIMOTHY CO , AY STATE OF WASHINGTON r Submittals/Revisions: 9/29/17 FOR PERMIT A 11/01/17 PERMIT COMMENTS Sheet Title: REFLECTED CEILING PLAN Date: Design: 9/27/17 Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: A2.2 COPYRIGHT CRAFT ARCHITECTS 2017 / 1'-3" LOW PRESSURE LAMINATE SHELF AND CLEATS - WHITE, ® ALL EXPOSED SURFACES 5'-4" AFF CHROME FINISH ESCHUCHEON AND ROD, PROVIDE INTERMEDIATE SUPPORTS AS REQUIRED BY LENGTH OF ROD, UNSUPPORTED LENGTH NO GREATER THAN 36" SECT a COAT ROD + SHELF 1" = 1'-0„ \\ MAX ALLOWABLE STRESSES: VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. PARTMON AS SCHEDULED 1/4" DIA SHEET METAL SCREWS TO METAL BLOCKING/BACKING 1 1/2" DIA GRAB BAR (1 1/4" MIN TO 2" MAX OUTSIDE DIA) PROTRUDING ELEMENT 16 GA METAL STUD BLOCKING W/ (1) A35 CLIP TOP AND BOTTOM OR 3/4" PLYWOOD BACKING TILE OVER WATER-RESISTANT GWB 18� GRAB BAR DETAIL AT TILE FLOOR BRUSHED ALUMINUM TRIM CAP PLAM WAINSCOT W/ METAL TRIM AT SHEET EDGES PER FINISH PLANS TILE BASE SECTION * WAINSCOT = 1'-0„ 1'-10" 3/4" N v RELAMINATED PLAM BACKSPLASH TO MATCH COUNTERTOP RELAMINATED PLAM COUNTERTOP W/ UNDERMOUNT SINK APRON TO MATCH COUNTERTOP 3/4" THICK KNEE BRACE AS REQUIRED, FINISH TO MATCH COUNTERTOP U.N.O. PIPE INSULATION KIT LINE OF KNEE SPACE REQUIRED FOR ADA COMPLIANCE SECTION LAVATORY COUNTER „ = 1'-0„ a 2'-1" E BACKSPLASH WI FINISH TO MATCH COUNTERTOP STONE COUNTERTOP PER FINISH SPECIFICATIONS APRON FINISH TO MATCH TOP 3/4" THICK KNEE BRACE AS REQUIRED, BLACK FINISH BASE AS SCHEDULED 15 SECTION * COUNTER 0 In (V 0 b 1,-1" MIN. CLEAR INSIDE • 0 2'-1" UON RELAMINATED PLAM FINISH PER FINISH PLANS 3/4" ADJUSTABLE SHELF FLUSH MOUNTED SHELF STANDARDS OR DRILL FOR PINS �— PULLS: 4" WIRE, SATIN ALUMINUM/CHROME FINISH VALANCE 0 bo 11 VARIES, 2'-1(f UON RELAMINATED PLAM BACKSPLASH TO MATCH COUNTERTOP RELAMINATED PLAM COUNTERTOP r J ,A'r) DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE FLUSH MOUNTED SHELF STANDARDS OUTLET MOUNTED IN CABINET AS SCHEDULED 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR W/ PLAM FINISH PER FINISH PLANS BASE, AS SCHEDULED SECTION * TYPICAL CABINET 1" = 1'-0" 2'-1" UON RELAMINATED PLAM BACKSPLASH TO MATCH COUNTERTOP RELAMINATED PLAM COUNTERTOP FALSE DRAWER FRONT WI PLAM FINISH TO MATCH DOOR PULLS: 4" WIRE, SATIN ALUMINUM/CHROME FINISH OFFSET DRAIN WITH INSULATION LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR W/ PLAM FINISH PER FINISH PLANS BASE, AS SCHEDULED SECTION * SINK BASE = 1'-0„ NOTE: AT CUSTOMER AREA BAR LOCATION, PROVIDE BAR HEIGHT COUNTER TO MATCH COFFEE STATION HEIGHT. PROVIDE UNDER COUNTER SUPPORT LEGS AS REQUIRED. PLAM COUNTER TOP & BACKSPLASH BASE AS SCHEDULED BREAKROOM COUNTER ELEVATION 1/4" = 1'-0" PAINT EXISTING P -LAM UPPER CABINET RELAMINAT PLAM COUNTER TOP Bc BACKSPLASH PAINT EXISTING P -LAM BASE CABINET BASE AS SCHEDULED BREAKROOM ELEVATION 1/4" = 1'-0" PAINT EXISTING P -LAM UPPER CABINET RELAMINATE PLAM COUNTER TOP & BACKSPLASH, TOP MOUNT DOUBLE BOWL SINK PAINT EXISTING P -LAM BASE CABINET MODIFY EXISTING CABINET TO RECEIVE NEW DISHWASHER BASE AS SCHEDULED TOILET ROOM ELEVATIONS 1/4" = 1'-0" VENTILATE CABINET AS REQUIRED FOR APPLIANCE PLAM COUNTER TOP & BACKSPLASH P -LAM BASE CABINET BASE AS SCHEDULED COFFEE STATION ELEVATION 1/4" = 1'-0" 3'-11 2'-6' 2 EQ WATER 3'-2" C i/\ /\ /\ [ \ /\/\ — / ,\LI/ 0' ‘1,1/ .O ``I. 7 WATER 3'-2" C • SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS D 1 3 SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS ENLARGED TOILET ROOMS GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, UON. 2. RESTROOM(S) TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 603 AS SUMMARIZED ON SHEET T1.2. KEY NOTES:O RESTROOM ACCESSORY MANUFACTURER: BOBRICK, CLASSIC SERIES, UON. STAINLESS STEEL WITH SATIN FINISH 1. NEW WATER CLOSET. REFER TO 604/T1.2. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET. 2. EXISTING WATER CLOSET. 3. EXISTING SINK IN EXISTING RELAMINATED COUNTER TOP. REFER TO 606/T1.2. 4. EXISTING SURFACE MOUNTED MIRROR. REFER TO 603/T1.2. 5. NEW SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR MOUNTING ZONE. REFER TO 604.7/T1.2. 6. NEW SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. REFER TO 606/T1.2. 7. NEW SURFACE MOUNTED TOILET SEAT COVER DISPENSER. REFER TO 606/T1.2. 8. PAINT EXISTING TOILET PARTITION, OVERHEAD BRACED. REFER TO 604/T1.2. ADD WHERE NOT EXISTING. 9. NEW RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, TYP. REFER TO 606/T1.2. 10. SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 AND 609, SEE ALSO DETAIL 18/A5.1. ADD WHERE NOT EXISTING; PROVIDE BLOCKING AS REQUIRED. 11. NEW WALL HUNG URINAL. REFER TO 605/T1.2. 12. NEW PLAM WAINSCOT, TYPICAL AT WET WALLS. PER 17/A5.1. 13. NEW SIGNAGE WITH BRAILLE, REFER TO 703/T1.2 MENS: TRIMCO, 527, BLUE, WOMENS: TRIMCO, 528, BLUE 14. EXISTING SOFFIT WITH NEW DOWNUGHT FIXTURE. 15. MANEUVERING CLEARANCE PROVIDED IN EXISTING RESTROOM. 16. REPLACE TILE FLOORING IN SELECTED AREAS PER TENANT. 17. INSULATE. REFER TO 606.6/T1.2 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2017 • of Tukwila BUIL) !IN IVIS10N RECEIVED CITY OF TUKWILA PERMIT CENTER ri 0 .17 5 C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com c*3 CS z i--- D z -J W m cn crLU< �0 0 cc w M co - EL s < cc z N Q U War CONSULTANT 7031 REGISTERED ARCHITECT eh g BRETT TIMOTHY C • ''Y STATE OF WASHINGTON I LA Submittals/Revisions: n 9/29/17 FOR PERMIT A\ 11/01/17 PERMIT COMMENTS Sheet Title: INTERIOR ELEVATIONS & DETAILS Date: Design: 9/27/17 Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: A5.1 COPYRIGHT CRAFT ARCHITECTS 2017 7 [ 0' .O 0 4',0 7 1 . . C :`-- ©, • SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS D 1 3 SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS ENLARGED TOILET ROOMS GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, UON. 2. RESTROOM(S) TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 603 AS SUMMARIZED ON SHEET T1.2. KEY NOTES:O RESTROOM ACCESSORY MANUFACTURER: BOBRICK, CLASSIC SERIES, UON. STAINLESS STEEL WITH SATIN FINISH 1. NEW WATER CLOSET. REFER TO 604/T1.2. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET. 2. EXISTING WATER CLOSET. 3. EXISTING SINK IN EXISTING RELAMINATED COUNTER TOP. REFER TO 606/T1.2. 4. EXISTING SURFACE MOUNTED MIRROR. REFER TO 603/T1.2. 5. NEW SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR MOUNTING ZONE. REFER TO 604.7/T1.2. 6. NEW SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. REFER TO 606/T1.2. 7. NEW SURFACE MOUNTED TOILET SEAT COVER DISPENSER. REFER TO 606/T1.2. 8. PAINT EXISTING TOILET PARTITION, OVERHEAD BRACED. REFER TO 604/T1.2. ADD WHERE NOT EXISTING. 9. NEW RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, TYP. REFER TO 606/T1.2. 10. SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 AND 609, SEE ALSO DETAIL 18/A5.1. ADD WHERE NOT EXISTING; PROVIDE BLOCKING AS REQUIRED. 11. NEW WALL HUNG URINAL. REFER TO 605/T1.2. 12. NEW PLAM WAINSCOT, TYPICAL AT WET WALLS. PER 17/A5.1. 13. NEW SIGNAGE WITH BRAILLE, REFER TO 703/T1.2 MENS: TRIMCO, 527, BLUE, WOMENS: TRIMCO, 528, BLUE 14. EXISTING SOFFIT WITH NEW DOWNUGHT FIXTURE. 15. MANEUVERING CLEARANCE PROVIDED IN EXISTING RESTROOM. 16. REPLACE TILE FLOORING IN SELECTED AREAS PER TENANT. 17. INSULATE. REFER TO 606.6/T1.2 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2017 • of Tukwila BUIL) !IN IVIS10N RECEIVED CITY OF TUKWILA PERMIT CENTER ri 0 .17 5 C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com c*3 CS z i--- D z -J W m cn crLU< �0 0 cc w M co - EL s < cc z N Q U War CONSULTANT 7031 REGISTERED ARCHITECT eh g BRETT TIMOTHY C • ''Y STATE OF WASHINGTON I LA Submittals/Revisions: n 9/29/17 FOR PERMIT A\ 11/01/17 PERMIT COMMENTS Sheet Title: INTERIOR ELEVATIONS & DETAILS Date: Design: 9/27/17 Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: A5.1 COPYRIGHT CRAFT ARCHITECTS 2017 1X2 WOOD CASING FINISH TO MATCH EXISTING 1 1/4" WOOD JAMB, TYP. 1x1 CONT. WOOD STOP, TYP. BASE, SEE FINISH SCHEDULE FINISHED FLOOR, SEE FINISH SCHEDULE TYP. RECITE HEAD/SILL ca, DOUBLE METAL STUDS EACH SIDE WOOD CASING FINISH TO MATCH FRAME WOOD JAMB, TYP. GLASS, SEE DOOR AND RELATE SCHEDULE 1x1 CONTINOUS WOOD STOP, TYP. 0 SIDELIGHT/RELITE JAMB SCALE: 3" = 1'-0" It DOOR AND TRIM (� DOOR AND TRIM DOOR FLOOR FINISH MATL SAME ON BOTH SIDES OF OPENING RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE CONCRETE SLAB DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE Q DOOR AND TRIM CARPET/CARPET TILE SILL/FLOOR TRANSITION 3" = 1'-0" ROOM FINISH GENERAL NOTES: SEALANT, TYP. WOOD CASING FINISH TO MATCH FRAME WOOD JAMB WOOD STOP GLASS, SEE DOOR AND RELITE SCHEDULE WOOD FRAME W/ WOOD STOP BASE AS SCHEDULED /FINISHED FLOOR, SEE FINISH SCHDULE SIDELIGHT HEAD/SILL SCALE: 3" = 1'-0" V WALL TYPE AS SCHEDULED STEEL RUNNER WOOD CASING FINISH TO MATCH JAMB V INT. DOOR HEAD WOOD JAMB WOOD STOP WOOD DOOR AS SCHEDULED WOOD SCALE: 3" = 1'-0" WALL TYPE AS SCHEDULED WOOD CASING FINISH TO MATCH EXISTING WOOD JAMB WOOD STOP DOOR AS SCHEDULED INT. DOOR JAMB - WOOD 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL THROUGHOUT. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. 2. ALL WALLS (EXISTING AND NEW) TO BE PT -1, UON. 3. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX WITH FLAT FINISH, UON. TOILET ROOM GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX ENAMEL WITH SEMI -GLOSS FINISH, UON. 4. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 5. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 6. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. 7. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UON. REFER TO FINISH LEGEND FOR EXCEPTIONS 8. ALL MATERIALS, PREPARATION AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING SPECIFICATION MANUAL BY THE MASTER PAINTERS INSTITUTE. 9. REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES.PLASTIC LAMINATE, PL -1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS, UON. STONE PER TENANT SPECIFICATION AT ALL COUNTERTOPS AND BACKSPLASHES, UON. 10. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS NOTED OTHERWISE. SEE ALSO TRANSITION DETAILS THIS SHEET. WHERE FLOOR FINISH THICKNESS REQUIRES, FLOAT FLOOR SLAB AT FINISH TRANSITION AREAS A MINIMUM OF 2'-0" OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20 (WHICHEVER IS GREATER) TO ACHIEVE A UNIFORM AND FLUSH TRANSITION BETWEEN FINAL FINISHED SURFACES. 11. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. 12. FIRETAPE ABOVE CEILING LEVEL ON OFFICE SIDE OF FULL -HEIGHT PARTITION. FINISH TAPE ON SHOWROOM SIDE OF FULL -HEIGHT PARTITION. 13. ALL FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76-200 AND SMOKE -DEVELOPED INDEX OF 0-450 PER IBC CHAPTER 8. 14. PROVIDE NEW WINDOW BLINDS (1", METAL MINI BLIND, STANDARD COLOR) AT ALL NEW INTERIOR RECITES AND ALL OTHER WINDOWS/RELITES WHERE NOT EXISTING. SCALE: 3" = 1'-0" DOOR AND TRIM CARPET OVER PAD. IF CARPET TILE (1/4") OR WALK -OFF MAT (5/8") - FLOAT FLOOR AS REQUIRED FOR LEVEL TRANSITION - REFER ALSO TO GENERAL NOTES DOOR 3/8"x1-1/2" BRUSHED ALUM. ANGLE SECURED TO SLAB TILE CONCRETE SLAB OR RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP TILE FINISH SPECIFICATIONS: FLOOR FINISHES: CPT 1 VCT 1 SLR TILE 1 CARPET, TILE SHAW CONTRACT GROUP STYLE: REVERSE TILE #5T069 COLOR: GAZE 69530 MULTI-LEVEL PATTERN LOOP MONOLITHIC INSTALLATION VCT AZROCK, V-202 SALT & PEPPER SEALED CONCRETE CLEAR TILE DALTILE, CONTINENTAL SLATE ASIAN BLACK CS53 FLOOR OPTIONS: 12X12, 18X'8 WALL/BASE OPTIONS: 6X6 (COVE), 4X12 GROUT: MAPEI 19 PEARL GRAY WALL BASE: B 1 RESILIENT BASE JOHNSONITE TRADITIONAL, 4" CHARCOAL WALL FINISHES: PT 1 PT 2 PT 3 PAINT (GENERAL) BEHR MARQUEE ULTRA PURE WHITE #1450 EGGSHELL PAINT (ACCENT) TBD PAINT (TRIM) BEHR MARQUEE ULTRA PURE WHITE #1450 SATIN/SEMI-GLOSS MILLWORK FINISHES: PL 1 PL 2 PLASTIC LAMINATE (BASE &/OR UPPER) WILSONART 1570-60 WHITE PLAM (COUNTERTOP) ABSOLUTE BLACK VERIFY WITH TENANT DOOR/RELITE SCHEDULE OPENINGS FRAMES DETAILS REMARKS ROOM NAME TYPE (W Ix H) 'MICK. MATERIAL GL INSUL RATING H1 PE RNISH TYPE MATERIAL FINISH HEAD JAMB SILL 100 RECEPTION STOREFRONT EXISTING EXIST EXIST EXIST EXIST - M EXIST EXIST EXIST EXIST - - - PT -2 102 CLOSET B PAIR 2'-6" X 8'-0" 1 3/4" WOOD - - - C PAINT 4 WOOD PAINT 3/A6.1 SIM 2/A6.1 SIM 6/A6.1 SIM EXIST 103A TRAINING F 3'-d' X 8'-0" 1 3/4" WOOD - - - E PAINT 1 WOOD PAINT 3/A6.1 2/A6.1 6/A6.1 103 103B TRAINING F EXISTING EXIST EXIST EXIST EXIST - E PAINT EXIST EXIST PAINT - - - EXIST 103C TRAINING (RELITE) EXISTING EXIST EXIST TG EXIST - - - EXIST EXIST PAINT - - - REPLACE GLASS WITHIN EXISTING FRAME 104 BREAK ROOM STOREFRONT EXISTING EXIST EXIST EXIST EXIST - M EXIST EXIST EXIST EXIST - - - PT-1/PL-1 110 WOMEN'S RR F EXISTING EXIST EXIST EXIST EXIST - D PAINT EXIST EXIST PAINT - - - PT-1/PL-1 111 MEN'S RR F EXISTING EXIST EXIST EXIST EXIST - D PAINT EXIST EXIST PAINT - - - PT -1 115A CONFERENCE F 3'-0" X 8'-0" 1 3/4" WOOD TG - - E PAINT 2 WOOD PAINT 4/A6.1 7/A6.1 4/A6.1 SIM & 6/A6.1 PT -1 115B CONFERENCE F EXISTING EXIST EXIST EXIST EXIST - E PAINT EXIST EXIST PAINT - - - EXIST 116A OFFICE F 3'-0" X 8'-0" 1 3/4" WOOD - - - B PAINT 1 WOOD PAINT 3/A6.1 2/A6.1 6/A6.1 119 1168 OFFICE (RECITE) 6'-0" X 4'-0" - GLASS TG - _ - - 3 WOOD PAINT 8/A6.1 7/A6.1 8/A6.1 REPLACE GLASS WITHIN RELOCATED FRAME 117 OPEN OFFICE F 3'-0" X 8'-0" 1 3/4" WOOD - - _ E PAINT 1 WOOD PAINT 3/A6.1 2/A6.1 6/A6.1 GWB 118A OFFICE F EXISTING E)4ST EXIST EXIST EXIST _ B PAINT EXIST EXIST PAINT - - - PT -1 118B OFFICE STOREFRONT EXISTING DIST EXIST EXIST EXIST _ M EXIST EXIST EXIST EXIST - - - PT -1 118C OFFICE (RECITE) 6'-0" X 4'-0" - GLASS TG - _ - - 3 WOOD PAINT 8/A6.1 7/A6.1 8/A6.1 119 CLOSET B EXISTING EXIST EXIST EXIST EXIST _ C PAINT EXIST EXIST PAINT - - - 120 STORAGE F EXISTING EXIST EXIST EXIST EXIST _ G PAINT EXIST EXIST PAINT - - - 125A FUT. SHOWROOM F 3'-0" X 8'-0" 1 3/4" WOOD - - _ E PAINT 1 WOOD PAINT 3/A6.1 2/A6.1 6/A6.1 125B FUT. SHOWROOM FG PAIR 3'-0" X 8'-O" 1 3/4" WOOD/GLASS TG - _ E PAINT 4 WOOD PAINT 3/A6.1 2/A6.1 6/A6.1 125C FUT. SHOWROOM (RECITE) 2'-0" X 8'-0" - GLASS TG - _ - - 3 WOOD PAINT 8/A6.1 7/A6.1 8/A6.1 REUSE EXISTING SIDELIGHT IF POSSIBLE 125D FUT. SHOWROOM (RELITE) 4'-0" X 8'-0" - GLASS - - _ - - 3 WOOD PAINT 8/A6.1 7/A6.1 8/A6.1 125E FUT. SHOWROOM (RECITE) 6'-0" X 4'-O" - GLASS TG - _ - - 3 WOOD PAINT 8/A6.1 7/A6.1 8/A6.1 125F FUT. SHOWROOM (RELITE) 6'-0" X 4'-0" - GLASS TG - _ - - 3 WOOD PAINT 8/A6.1 7/A6.1 8/A6.1 126 STORAGE F PAIR 3'-0" X 8'-O" 1 3/4" WOOD - - _ G PAINT 4 WOOD PAINT 3/A6.1 2/A6.1 6/A6.1 127 EQUIPMENT F EXISTING EXIST EXIST EXIST EXIST _ G PAINT EXIST EXIST PAINT - - - DOOR/RELITE TYPES: PER DOOR SCHEDULE 11/ DOOR SCHEDULE a F (FLUSH) PER DOOR SCHEDULE PER DOOR SCHEDULE B (BI -FOLD) FRAME TYPES PER SCHEDULE C:) V) a- / \ 1 (21-0" LINO PER SCHEDULE f TG / PER SCHEDULE 2 X PER DOOR SCHEDULE PER DOOR SCHEDULE S (SECTIONAL) PER SCHEDULE r 3 w 0) a PER DOOR SCHEDULE 1, PER SCHEDULE < > 4 / FG (FULL GLASS) DOOR SCHEDULE NOTES: 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404, AS SUMMARIZED ON T1.2. EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE; LEVER STYLE HANDLE, CLEAR WIDTH, CLOSING SPEED, DOOR OPENING FORCE, ETC. GC TO REPLACE DOOR HARDWARE AS REQUIRED. 2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL EFFORT. 3. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9.3 LOCKS & LATCHES. 4. NEW DOORS (INTERIOR) TO BE BUILDING/OWNER STANDARD: SOLID CORE, WOOD, MAPLE, LOW/NO GRAIN, PAINTED FINISH. NEW INTERIOR DOOR FRAMES TO BE BUILDING/OWNER STANDARD: MAPLE, PAINTED. 5. IG INDICATES INSULATED GLAZING, TYP. 6. TG INDICATES TEMPERED GLAZING, TYP. 7. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP. 8. ALL EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U -FACTOR OF 0.38 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 9. DOORS OPENING INTO SEMI -HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX U -FACTOR. 10. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER WSEC C402.4.6. 11. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM. 12. ALL DOOR HARDWARE PACKAGES TO INCLUDE WALL/FLOOR STOPS, SILENCERS, HINGES, ETC. 13. ALL DOOR HARDWARE TO BE SATIN NICKEL FINISH PER TENANT SPECIFICATION. DOOR HARDWARE NOTES: TYPE A: EXTERIOR ENTRANCE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP TYPE B: OFFICE TYPE LOCKSET TYPE C: BIFOLD DOOR HARDWARE TYPE D: PUSH/PULL, CLOSER TYPE E: PASSAGE SET TYPE F: PASSAGE SET, CLOSER TYPE G: STOREROOM LOCKSET, CLOSER TYPE H: STOREROOM LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP TYPE I: PRIVACY WITH 'IN USE' INDICATOR TYPE K: CARD READER WITH KEY OVERRIDE, FAIL SAFE, CLOSER TYPE L: STOREROOM LOCK ON ACTIVE LEAF, DUMMY LEVER ON INACTIVE LEAF, MANUAL FLUSH BOLTS AT TOP AND BOTTOM TYPE M: EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET. CLEAN AND ADJUST EXISTING HINGES AND CLOSER, ADJUST CLOSER TO CURRENT ACCESSIBILITY REQUIREMENTS (ANSI 117.1, SECTION 404), NEW WEATHERSTRIPPING REVIEWED FOR ROOM FINISH SCHEDULE CODE COMPLIANCE �: APPROVED NOV 07P117 ROOM R NAME FLOOR BASE WALLS CEILING REMARKS �1�� O� Tukwila �l1,SLON SUBSTRATE MATERIAL RNISH FINISH NORTH EAST SOUTH WEST MATERIAL HEIGHT MATERIAL FINISH MATERIAL FINISH MATERIAL KNISH MATERIAL FINISH 100 RECEPTION EXIST TILE -1 TILE -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -2 ACP EXIST 101 CUSTOMER AREA EXIST CPT -1 B-1 GWB PT -2 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST PROVIDE VCT FLOORING 3'-0" IN FRONT OF COFFEE BAR 102 CLOSET EXIST VCT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 103 TRAINING EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 104 BREAK ROOM EXIST VCT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 105 HALL EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 110 WOMEN'S RR EXIST TILE -1 TILE -1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 EXIST EXIST 111 MEN'S RR EXIST TILE -1 TILE -1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 EAST EXIST 115 CONFERENCE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST RECEIVED CITY OF Tl!KWH A 116 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST ;r, ,' i o ;;, d 117 OPEN OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 118 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST PERMIT CENTER 119 CLOSET EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 120 STORAGE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 125 FUTURE SHOWROOM EXIST SLR -1 - GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 _ ±18'-0" AFF ( ... 00175 ±18'-0" AFF 126 STORAGE EXIST SLR -1 - GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 _ 127 EQUIPMENT EXIST SLR -1 - GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 - ±18'-O" AFF C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com c+� z Fis• D Z W m CO 1111- ��u� 0 CmwmmEla W0 Za M ° M a < cc § w „ 0 a U cv coo Z >-- H CONSULTANT 7031 REGISTERED ARCHITECT iTAVI'.4 BR TT TIMOTHY CONWA STATE OF WASHINGTON ti/t/q Submittals/Revisions: 9/29/17 FOR PERMIT A 11/01/17 PERMIT COMMENTS Sheet Title: DOOR AND FINISH SCHEDULES Date: Design: 9/27/17 Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: A6.1 COPYRIGHT CRAFT ARCHITECTS 2017 1, -on SOFFIT DETAIL 1 1/2" = r-0° REMOVE AND REPLACE EXISTING —W SLAB ON GRADE AT TRENCHING LOCATIONS. PROVIDE NEW SLAB ON GRADE WITH #4 ® 18" O.C. MIN. IN EPDXY GROUTED HOLES. MIN. 3,000 PSI CONCRETE, FLUSH WITH EXISTING. THICKNESS TO MATCH EXISTING SLAB ON GRADE. J L NOTE: SPECIAL INSPECTION REQUIRED FOR ANCHORS AND CONCRETE. -I 1 4 FILL WITH CDF TO MATCH EXISTING GRADE BELOW SLAB ON GRADE ELECTRICAL TRENCH DETAIL 1 " = 1'-0„ LINE OF SILL BELOW (AS OCCURS) PARTITION AS SCHEDULED ALUMINUM BRAKE SHAPE, .045, ANODIZED TO MATCH STOREFRONT NEOPRENE GASKET EXISTING WINDOW MULLION 13 PARTITION * WINDOW MULLION 3" r-0" g LED LIGHT FIXTURE MTh STUD SOFFIT CORNER BEADS, TYP. 5/8" "TYPE )C' GWB 1 1/2" COLD ROLLED CHANNEL AT 4' OC FURRING CHANNEL CLIP 8 GA. GALVANIZED WIRE HANGERS AT 4' OC 0 w b MIN 6" MAX EXISTING 2X 24" .00 —� 3/4" 2"//3/4" 111111 U111111111111.. A2EXISTING ROOF DECK ND STRUCTURAL MEMB 6" OFFICE SHOWROOM 25 GA METAL FURRING CHANNEL AT 24" OC 5/8" GWB PARTITION AS SCHEDULED CORNER REINFORCEMENT SUSPENDED GWB CEILING 3 0 #12 GA VERTICAL WIRE HORIZONTAL STRUT TYPICAL CONTINUOUS r 1111111111111111111111111111101111111111111111111 1/8" POP RIVET 0 ALL MEMBERS ONE WALL WALL ANGLE 4 — #12 GA SEISMIC SPLAY BRACE WIRES 2 — #12 14 GA SCREWS 0 STUDS TO T—BAR MAIN RUNNER ACP 8" MAX. Y: 111111111111111111111111111111111111111111111111 MAIN RUNNER OR CROSS TEE PARTITION AS SCHEDULED PROVIDE 3/4" SPACE OPPOSING WALL MTL STUD COMPRESSION STRUT FOR SIZE & NO SEE SCHED BELOW. ATTACH 0 PURLIN ABOVE W/ 2#8 SHT MTL SCREWS. DO NOT ATTACH TO STIFFENERS. 45° TYPICAL 45° TYPICAL SCHEDULE STUD SIZE & GA 1-5/8" x 20 GA SS 2-1/2" x 20 GA SS 3-1/2" x 20 GA SS 1-5/8" x 20 GA WC 10'-0" 11'-6" NOTE: ATTACH DOUBLE STUD WEB TO FLANGE WI #6 SCREW 0 18" OC CROSS TEE MAX. HT OF COMPRESSION STRUT SINGLE STUD DOUBLE STUD 7'-8" 11'-8" 7'-7" 16'-6" 7'-4" 22'-9" SUSPENDED ACP DETAIL 3" = 1'-0" 8" X 2" 14 GA COMPENSATION CHANNEL W/ 2 #10 X 3" SCREWS OR 600T250-68 DEFLECTION TRACK WI 2—#10X3" SCREWS 0 EXISTING ROOF DECK / STRUCTURAL MEMBER, SCREWS STAGGERED AT A MAXIMUM OF 24" OC, SIZE PER SSMA RECOMMENDATIONS 1" MIN GAP (SLIP TRACK) 5/8" GWB BOTH SIDES SUSPENDED ACOUSTICAL CEILING R 21 BATT INSULATION FOR SOUND MITIGATION 6" X 1-5/8", 20 GA METAL STUD 0 24" OC MAX, 1/2" DEFLECTION (L/240) METAL STUD RUNNER ATTACHED TO EXISTING CONC SLAB WI 5/32" DIA LOW—VELOCITY POWER—DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN PER STUD MANUFACTURER'S RECOMMENDATIONS FULL HEIGHT PARTITION 2A: NO CEIUNG EITHER SIDE OF PARTITION WHEN INSTALLED IN THE BUILDIING THERMAL ENVELOPE, LIGHT FIXTURE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE OF NOT MORE THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 PSF PRESSURE DIFFERENTIAL. 0 0 GASKET OR CAULK, TYPICAL ALL (4) SIDES SUSPENDED ACOUSTICAL CEILING LED LIGHT SECTION 1 1/2" = 1'-0" 417 5 STRUCTURE/FALSE ROOF DECK ABOVE HILTI X—ZF2OTHP W/ " MAX EMBEDMENT 2—#10 SELF—TAPPING SCREWS GWB OVER 3-5/8" x 1-5/8", 25 GA MTL STUD FRAMING ® 24" OC BRACE: 8" METAL STUD OR 3/4" DIA RIGID METAL CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE. ALTERNATE (1801 DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTMON WI SELF TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF STRUCTURE ABOVE tlireompA4 1�: �1 nnmm�mnnm` a iir kuiime�'umnmiauunnnuli OFFICE ii SPACE BRACE AT 8'—O" OC MAX. ALTERNATE DIRECTION (180') EVERY BRACE OR PER LOCAL JURISDICTION SOUND BATT INSULATION IN WALL AND SPANNING PARTITION ABOVE CEILING WHERE INDICATED SCREW TO TRACK WITH (2) #10 SELF—TAPPING SCREWS NOTCH CEILING TILE AS REQ'D PROVIDE AT ALL PARTITIONS "L" METAL TRIM AT TOP OF WALL, TYP SUSPENDED ACOUSTICAL CEILING (ATTACHED TO STRUCTURE ABOVE) METAL STUD RUNNER ATTACHED TO EXISTING CONC SLAB W/ 5/32" DIA LOW—VELOCITY POWER—DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN PER STUD MANUFACTURER'S RECOMMENDATIONS INTERIOR PARTITION 1A: PROVIDE SOUND BATTS IN WALL ONLY 1B: PROVIDE SOUND BATTS IN WALL AND ABOVE CEILING TO 2'-0" EACH SIDE OF WALL 1C: GWB CEILING REVIEWED FOR CODE COMPLIANCE APPROVED NOV 072011 City of Tukwila BUILDING DIVISION C arch i t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com e CEILING NOTES: PER: 2015 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9, 808 AND 1613.1, AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) C635 AND ASTM C636 (REFERENCED IN IBC 808). AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10 SECTION 13.5.6 (REFERENCED IN IBC 1613.1). GENERAL RECOMMENDATIONS A. REFERENCED SOURCES PER HIERARCHY: 2015 INTERNATIONAL BUILDING CODE (IBC), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-10), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636, ASTM E 580/E 580M), AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). B. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. SOURCE ASCE 7-10 SECTION 13.5.8.1 C. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE: ASTM E580 SECTION 5.1.1 D. CEILINGS LESS THAN OR EQUAL TO 144 FT2 AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM NE SEISMIC DESIGN REQUIREMENTS. SOURCE ASTM E580 SECTION 1.4 E. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS. SOURCE: ASTM E580 SECTION 3.2 F. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER. SOURCE: ASTM C636 SECTION 2.3.4 G. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. SOURCE: ASTM E580 SECTION 5.2.8.6 LATERAL FORCE BRACING H. CEILINGS CONSTRUCTED OF SCREW -OR -NAIL -ATTACHED GYPSUM BOARD ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. SOURCE: ASCE 7-10 SECTION 13.5.6.2.2 EXCEPTION 2, ASTM E580 SECTION 1.7 I. CEILING AREAS OF 1000 FT2 OR LESS SHALL BE EXEMPT FROM LATER FORCE BRACING REQUIREMENTS. SOURCE: ASTM E580 SECTION 1.6 J. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. SOURCE: ASTM E580 SECTION 5.2.8.2 K. SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2 L SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. SOURCE: CISCA ZONES 3-4 M. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2 N. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SOURCE: ASTM E580 SECTION 5.2.8.4 0. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE: ASTM E580 SECTION 5.2.8.2 P. THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. WALL MOLDINGS Q. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, NE OTHER END SHALL HAVE A ' INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. SOURCE: ASTM E580 SECTION 5.2.2, SECTION 5.2.3 SPREADER BARS R. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF EACH WALL SOURCE: ASN E580 SECTION 5.2.4 S. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL HANGER (SUSPENSION) WIRES T. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS (FIGURE 5A) COUNTER SLOPING WIRES ARE PROVIDED. SOURCE: ASTM C636 SECTION 2.1.4 U. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON CENTER. SOURCE: ASTM C636 SECTION 2.1 V. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SOURCE: CISCA ZONES 3-4 W. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE. SOURCE: ASTM E580 SECTION 5.2.6 X. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. SOURCE ASTM E580 SECTION 5.2.7.4 ELECTRICAL FIXTURES Y. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.3.4 Z. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 LBS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.3.5 AA. LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE: ASTM E580 SECTION 5.3.6 AB. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. SOURCE: ASTM E580 SECTION 5.3.7 AC. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES AD. TERMINALS OR SERVICES WEIGHING LESS THAN 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. SOURCE: ASTM E580 SECTION 5.4.1 AE. TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 LBS. SHALL HAVE, IN ADDITION TO 5.4.1, TWO 12 GAGE WIRES CONNECTING THEM TO THE CEIUNG SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE ASTM E580 SECTION 5.4.2 AF. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE: ASTM E580 SECTION 5.4.3 SEISMIC SEPARATION JOINTS AG. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. SOURCE ASCE 7-10 SECTION 13.5.6.2.2 B SPRINKLERS AH. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. SOURCE: ASTM E580 SECTION 5.2.8.5 CONSULTANT 7031 REGISTERED ARCHITECT '11,. :RETT TIMOTHY Co • 1,:'Y STATE OF WASHINGTON Submittals/Revisions: 9/29/17 FOR PERMIT A 11/01/17 PERMIT COMMENTS RECEIVED CITY OF TUKWILA PERMIT CENTFR Sheet Title: WALL TYPES & CEILING DETAILS Date: Design: 9/27/17 Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: A8.1 COPYRIGHT CRAFT ARCHITECTS 2017